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  • 1970-1974  (189)
  • 1973  (189)
  • Engineering General  (189)
  • Nuclear reactions
  • 101
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 455-458 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Some finite element solutions for the Saint Venant torsion problem accounting for orthotropy, inhomogeneity and multiply connected sections are presented. The Prandtl stress function formulation is used. The stresses, torsional stiffness and warping function are calculated. On the basis of various approximations using higher order elements the choice of ‘the best’ element is discussed.
    Additional Material: 2 Ill.
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  • 102
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 459-463 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A method of loading axisymmetric finite element models by application of a uniform circumferentially distributed moment is presented herein. Operationally, this is accomplished by changing the radius of curvature of some reference point in the axisymmetric model. The radius change gives rise to hoop strains, which are used in an ‘initial strain’ method to actually load the model. The resulting pure axisymmetric moment is computed by integrating the hoop stresses thus generated over a cross-sectional cut through the axisymmetric model. For non-linear problems, the procedure just described can be performed incrementally. Several numerical examples are presented herein to illustrate the method, such as bending of a curved bar, sharp folding of a thin sheet and bending of a toroidal tube until the cross-section is flattened.
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  • 103
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 481-497 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A finite element method for solving Laplace's, Poisson's and Helmholtz's equations in the axisymmetric case is developed. Complete polynomial functions of arbitrarily high order are used as basis functions. Each triangular element is described by a matrix equation involving cotangents of the vertex angles, the vertex co-ordinates and the triangle area, as well as certain universal numeric matrices. The method of obtaining these matrices is given in detail. The matrices depend only on the polynomial order; values of all matrices to sixth order inclusive have been computed. Important properties of the matrices are discussed and simple example problems are presented.
    Additional Material: 4 Ill.
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  • 104
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 465-479 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A method of viscoelastic contact stress analysis introduced in an earlier paper10 is developed further to treat two problems: the steady-state rolling of a cylinder and axisymmetric impact of a sphere. The procedure is equally applicable to a medium of infinite depth (half-space) or to a slab of finite thickness. The analysis is based on the computation of a set of viscoeiastic influence coefficients. To find the pressure distribution on the instantaneous contact surface, point matching is used. In the rolling problem, a study is made of such phenomena as critical speed and the effect of medium thickness through a comparison with existing results. The impact problem is solved in an iterative scheme of successive approximations. An example is presented for the study of typical impact parameters.
    Additional Material: 12 Ill.
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  • 105
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 499-502 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: It is common in numerical viscoelastic stress analysis to represent the material functions as Prony series.1 Often series representations for creep function representations are available (for example, see Reference 2) and the stress analysis method requires a relaxation function representation. This paper describes an efficient and reliable method to numerically perform the inversion. An example is given for the inversion and a subsequent re-inversion indicates the accuracy of the method.
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  • 106
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 517-521 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical method for obtaining the Green's functions for Poisson's equation with mixed boundary conditions is presented. The Green's functions thus obtained are then employed to rapidly obtain numerical solutions of the above equation by matrix multiplication, with subsequent considerable savings in machine time.
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  • 107
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 523-542 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Southwell's stress functions, hitherto used for static analysis of plate flexure problems, are generalized for use in the dynamic analysis of plates. Four finite element models for plate analysis are formed using stress functions. These are used in the numerical calculation of the natural frequencies for some plate problems and the results are compared with alternative solutions.
    Additional Material: 4 Ill.
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  • 108
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 503-515 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A mathematical basis is presented for the determination of material properties from arbitrarily shaped experimental specimens. The experimental method is derived from an application of numerical boundary value problem solutions to the specimen stress analysis and from the application of a least squares criterion to the comparison of analytical and experimental deformations.Material properties are determined mathematically from the solution to a non-linear set of equations, in which the non-linearity is a function of the specimen type, number of data points and the quality of recorded data. Several solution techniques, based on either direct iteration or function minimization are examined in terms of the parameters affecting convergence.
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  • 109
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 543-556 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The finite element method is applied to stability and large deflection analysis of plates and shallow shells. Based on the von Karman strain expressions for plates and the Marguerre shallow shell theory, equilibrium and incremental equations for a non-linear analysis by finite elements is developed. Great emphasis is placed on the specific matrix formulation, thereby obtaining a highly efficient method that is well suited to modern electronic computer analysis. A doubly curved, non-linear quadrilateral element is developed. The versatility and efficiency of the present method is illustrated by several examples including large deflection and post shear-buckling behaviour of plates and snap-through of shallow shells.
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  • 110
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 565-571 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a realization procedure for two-dimensional digital filters. The novel procedure evolves from a state space description of the analog filter function and a method of discretization. Examples are presented to illustrate the method proposed. A discussion of small computer implementation of the two-dimensional digital filter is also included.
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  • 111
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 557-564 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Convergence of the solution for the far scattered field of a conducting cylinder of arbitrary cross-section is investigated by studying the scattering of a transverse magnetic field by a conducting triangular prism. It is shown that the convergence of the solution depends mainly on the physical size of the cross-section and not on the form of the current distribution on the prism.
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  • 112
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 585-587 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Additional Material: 2 Ill.
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  • 113
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 573-583 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: An attempt is made to evaluate the relative merits of first and second order triangular elements in axially symmetric elastostatic stress analysis. The presented results should be of value to those requiring comparison data. Typical stresses, displacements and computer times are presented for three specific numerical examples. Where available, the elasticity solution is used to evaluate the accuracy of computed results. Comparisons indicate that for the same nodal point configuration, the second order solutions are generally better than the corresponding first order solutions, even though the latter involve many more elements. Furthermore, the second order elements may lead to improved results even when fewer nodal points are used. Finally, computer times seem to be higher for the first order solutions and the numerical effort required to obtain comparable accuracy is much greater for the first order solutions.
    Additional Material: 19 Ill.
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  • 114
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 588-589 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 115
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 589-591 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 116
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    International Journal for Numerical Methods in Engineering 5 (1973), S. 591-592 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 117
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 5 (1973), S. 592-592 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 118
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 6 (1973) 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Type of Medium: Electronic Resource
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  • 119
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 6 (1973), S. 1-10 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: In this paper, we are concerned with applying the finite element method to seek an approximate numerical solution to a class of unsteady magnetohydrodynamic flow in ducts with arbitrary cross-section. A consistent discrete model for the MHD flow equation with a small magnetic Reynolds number has been developed via the concept of finite elements. A numerical example of MHD flow in a rectangular duct is given, and its results of velocity profiles are compared with the results obtained by other methods.
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  • 120
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 6 (1973), S. 11-24 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A finite element displacement analysis of multilayer sandwich beams and plates, each with n stiff layers and n-1 weak cores, is presented. Each layer of the sandwich structure may have individual orthotropic properties of its own and the bending rigidities of the stiff layers are taken into account while direct stresses in cores are neglected in the analysis. The condition of common shear angle for all cores, which has been used by several authors is not implied in the formulation.Several examples on bending problems have been solved using lower-order elements and the accuracy of the results has been shown to be excellent. Two higher-order elements have also been developed but have not been found to yield much better results.The free vibration problems of multilayer sandwich structures have also been solved, and good accuracy is demonstrated.
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  • 121
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 6 (1973), S. 25-32 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A description of a computer program giving the path of a percolating smooth spherical particle through a three-dimensional cluster of stationary spheres, under the influence of a gravitational field is presented.The history of the moving particle starting with an arbitrary velocity and position is followed. The coefficient of restitution for the spheres is an input variable. When the gravitational force approaches zero and the coefficient of restitution is unity, the computer program can also be utilized for the treatment of radiative heat transfer and for Knudsen diffusion in packed beds.
    Additional Material: 8 Ill.
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  • 122
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 6 (1973), S. 33-38 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: It is shown that the finite element method can be used advantageously in generating the normal equations of a given photogrammetric network for block adjustments. In this method aerial (or spatial) photographs of a block are processed one at a time, in any random order, to generate the portion of the coefficient matrix between the main diagonal and the variable band and the right hand vector of the normal equations, related with the adjustments to the control points. Any known information related with the adjustments may be imposed, and an internal control point relabelling scheme may be used during the assembly process, in order to minimize the actual computer storage area and the solution time requirements. The paper shows the analogies between the linear equilibrium problems of structural mechanics, and the block adjustment problems of photogrammetry, in order to enable the students of both fields to use the same computer software. In this context, plate-point adjustment matrices and plate-point load vectors for the adjustment problem (corresponding to the element stiffness matrices and the element load vectors of equilibrium problems) are defined and explicit expressions are given.
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  • 123
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 39-54 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a general theory and application of the finite element method for some special class of non-self-adjoint problems. The formulation employed here is based on the Galerkin method for linear boundary value and eigenvalue problems described by the partial differential equations of elliptic type, and it can be regarded as an extension of the usual displacement method formulated by the use of the principle of minimum potential energy. In order to illustrate its validity and feasibility, the method is applied to the problems of the two-group neutron diffusion equations and of the stability of a non-conservative system.
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  • 124
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 55-61 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A technique is described wherein improved stresses can be computed in finite element models based on displacement approximations. The method is based on the idea of consistent stress approximations and it approximates such stresses using the notion of a domain of influence of the stress intensity at a nodal point. Considerable improvement in accuracy of the stresses is obtained with little difficulty.
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  • 125
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 63-73 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The results of three finite element stress analysis programs are compared for the problem of the elasto-plastic bending of a notched beam under plane strain conditions. Both Tresca and von Mises yield criteria are considered and the numerical results are compared with an available analytical solution based on slip-line field theory. The general conclusion is drawn that finite element methods can be used with confidence in elasto-plastic stress analysis.
    Additional Material: 9 Ill.
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  • 126
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 75-88 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper presents a new method of formulating the finite element relationships based on the least squares criterion. To overcome the high degree of inter-element continuity, a method of reducing the original governing differential equation to a set of equivalent system of first-order differential equations is proposed. The validity of the method is demonstrated by means of several numerical examples. In particular, application of the method to problems with unknown variational functionals is considered.
    Additional Material: 8 Ill.
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  • 127
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 89-101 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical solution algorithm employing the finite element concept of solid mechanics is derived for the transient laminar two-dimensional flow of an incompressible viscous fluid. Through dependent variable transformation, the problem is uniformly recast into the solution of a quasi-linear elliptic boundary value-problem, for which the finite element solution theory is established. The algorithm is uniquely user-oriented in accepting the generalized elliptic boundary condition specification of any non-coordinate-surface solution do main closure segment and on employing an arbitrarily irregular computational latticc. Numerical results are presented for several problems in internal flow illustrating solution accuracy, convergence, versatility and the ability to predict imbedded regions of recirculating flow.
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  • 128
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 103-115 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical method for the analysis of one-dimensional propagation of elastic-plastic stress waves in cylindrical bars is proposed. The method is based on the division of the bar into elements of finite length and the solution of the equations of motion for these elements.Numerical results are presented for semi-infinite bars and a finite bar fixed at one end.
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  • 129
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 117-128 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: It is shown how the stress field due to any prescribed continuous distribution of dislocations can be determined. The finite element method is employed giving wide freedom with regard to boundary geometry and material properties. The presentation is limited to situations which conform to either the standard plane or anti-plane conditions. Some results are obtained for simple dislocation configurations and compared with theoretical expressions available. Solutions are then obtained to problems in which the material behaves elasto-plastically, a limiting shear stress criterion being employed. Finally the analysis of discrete edge dislocations by use of the slab analogy is presented.
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  • 130
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 137-140 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 131
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: An efficient digital computer procedure and the related numerical algorithm are presented herein for the solution of quadratic matrix equations associated with free vibration analysis of structures. Such a procedure enables accurate and economical analysis of natural frequencies and associated modes of discretized structures.The numerically stable algorithm is based on the Sturm sequence method, which fully exploits the banded form of associated stiffness and mass matrices. The related computer program written in FORTRAN V for the JPL UNIVAC 1108 computer proves to be substantially more accurate and economical than other existing procedures of such analysis. Numerical examples are presented for two structures: a cantilever beam and a semicircular arch.
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  • 132
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 141-145 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The problem of generation of surplus displacement variables in general purpose finite element codes, using the displacement method, is discussed. A method of automatic selection of independent variables is proposed which eliminates abortive computer runs from this source and saves engineer data preparation. Extensions of the algorithm are outlined and the uniqueness of solution demonstrated by an example.
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  • 133
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 145-146 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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  • 134
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 146-147 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 135
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 148-149 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
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  • 136
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 151-151 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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  • 137
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 152-152 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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  • 138
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  • 139
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    International Journal for Numerical Methods in Engineering 6 (1973) 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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  • 140
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 169-178 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper deals with the extension of the finite element method as applied to the solution of the Laplace or wave equation to cylindrical co-ordinate systems. The base matrices required for solving problems governed by these equations are derived for circular polar, elliptic cylinder and parabolic cylinder co-ordinates. The matrices allow problems whose boundaries are described as co-ordinate surfaces in cylinder co-ordinates to be attacked directly by the finite element method. The subject is discussed from the point of view of one interested in electromagnetic wave propagation in uniform waveguide structures.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 179-189 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: Numerical analysis of fluid flow over a spillway is treated in the present paper. A variational principle is introduced for a flow with a free surface boundary under gravity, where the stream function and the profile of the free boundary are independent quantities subjected to variation. A new iteration method is formulated by the combined use of the variational principle and the finite element method. A numerical example based on the iterative method is illustrated. Results thus obtained show good agreement with those obtained from an empirical formula.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 155-168 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: Point matching (collocation) methods are reviewed and the conditions under which they break down are examined. The detailed treatment applies to complex-valued solutions of the two-dimensional Helmholtz equation with either Neumann or Dirichlet boundary conditions. Point matching methods (when they are valid) can have very real computational advantages. It is shown, by a combination of analysis and computational example, how to estimate whether the cross-section of any particular resonant system is suitable for the application of an existing point matching method. An extended point matching method is introduced to handle cases for which previous methods fail. The method is illustrated with several computational examples. The discussion is specifically concerned with electromagnetic wave guides, but the results can be applied to a wide range of physical systems.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 191-200 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: The paper is an attempt to unify the finite element methods of ‘first’ order in plate stretching and plate bending, i.e. those assuming in each element constant strains in stretching or constant moments in bending. Reference is made to the stretching-bending analogy between the method of Turner, Clough, Martin and Topp and the method of Elias. By another analogy property a plate stretching method which is the dual to the constant moment method of Herrmann (and Hellan) is derived. The transformation of variables which carries the last pair of dual methods identically into the first pair is finally demonstrated.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 201-212 
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    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: A direct three-dimensional elliptic solver is presented for application in a wide class of numerical methods for solving partial differential equations in physics and engineering. The derived algorithm and FORTRAN code implement Buzbee, Golub and Nielson's proposed extension of Buneman's Cyclic-Reduction Poisson solver to three dimensions. Both a ‘most direct’ cyclic reduction and a revised method (to eliminate roundoff error difficulties) are derived. Tests on an IBM 360/67 computer, using various optional combinations of subroutines, showed significant differences in accuracy and computing time, with the optimum subroutine combination depending on mesh size.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 213-226 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: A survey of probably the most efficient solution methods currently in use for the problems Kφ = ω2Mφ and KΨ = λKGΨ is presented. In the eigenvalue problems the stiffness matrices K and KG and the mass matrix M can be full or banded; the mass matrix can be diagonal with zero diagonal elements. The choice is between the well-known QR method, a generalized Jacobi iteration, a new determinant search technique and an automated sub-space iteration. The system size, the bandwidth and the number of required eigenvalues and eigenvectors determine which method should be used on a particular problem. The numerical advantages of each solution technique, operation counts and storage requirements are given to establish guidelines for the selection of the appropriate algorithm. A large number of typical solution times are presented.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 237-251 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: An integrated force method is developed for the analysis of discrete structures in which all the element forces are taken as the independent variables instead of the conventional way of treating the redundants as the prime unknowns. Computationally the integrated force method is superior to the standard force method. The analogy between Beltrami-Michell formulation for continuous problems and the present formulation for discrete structures is presented. Illustrative examples for the determination of forces and displacements are presented for pin-connected and rigid-connected frame structures for various load conditions.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 227-236 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: A new method for elastic-plastic analysis of pressure vessels subject to cyclic mechanical and thermal loading is proposed. The method is shown to lead to a highly convergent solution when applied in conjunction with Prager's complete kinematic hardening rule. The plastic strain increments are written in terms of the total strains, thus leading to a consistent formulation when the analysis is done by an incremental iterative process.The proposed method is applied to the analysis of a long cylinder in the state of generalized plane strain and subject to cyclic loading. Cyclic plasticity and creep are considered in one of the problems analysed. The finite difference method is used in the solution of the compatibility and equilibrium equations. It is shown that the computation time using the proposed method is very small compared to other techniques.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 287-296 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: A numerical method, based on the orthogonal projection method of Hilbert space, is given. Two approximate solutions, which bound the exact solution from above and below, are described. The error of the approximate solution is calculated directly. An example of a calculation of temperature field in a nuclear reactor shell is presented.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 253-264 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    Notes: The velocity on the surface of an arbitrary three-dimensional body in the potential flow of an ideal fluid is determined by means of an integral equation method. The equations to be solved are a pair of singular integral equations of the second kind, the unknowns being the desired velocity components. The integral equations are approximated by a set of linear equations, which are solved numerically. For ellipsoids the results are compared with the analytic solutions.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 265-274 
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    Notes: A method is described whereby an efficient finite element discretization scheme for a shell of revolution can be predetermined and subsequently refined for successive analyses by considering the following criteria: 1.Stress intensification in the vicinity of a concentrated action.2.Variation in the strain energy intensity function. Several case problems have been studied to validate the procedure.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 275-285 
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    Notes: A general procedure is presented for the design of analogue or digital filters having arbitrary specifications in the frequency domain. The algorithm developed uses a simple technique for constraining the pole zero locations, for stability and minimum phase considerations, which is far more elegant than methods used by previous workers.1 This constraint procedure yields a unified approach to the design of both digital and analogue filters.The method employed is that of minimizing a square-error criterion using the Fletcher-Powell2 conjugate gradient minimization routine.The programme is written in FORTRAN IV double precision complex arithmetic.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 297-303 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 304-305 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 305-308 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 303-304 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 308-309 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 310-312 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 309-310 
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    International Journal for Numerical Methods in Engineering 6 (1973) 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 314-314 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 315-321 
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    Notes: A finite element method for simulating the creeping flow of an incompressible material is presented. The method allows for (1) a quadratic approximation of the velocity field, (2) material incompressibility everywhere within an element and (3) the ability to follow the flow through large changes of the material boundaries. A candle slowly bending under its own weight is simulated for illustrative purposes.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 333-343 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 345-356 
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    Source: Wiley InterScience Backfile Collection 1832-2000
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 357-365 
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    Notes: Numerical stability criteria and rates of convergence are derived for finite element approximations of the non- linear wave equation utt-F(ux) = f(x, t), where F(ux) possesses properties generally encountered in non-linear elasticity. Piecewise linear finite element approximations in x and central difference approximations in t are studied.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 323-332 
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    Notes: A method, called the Lehmann-Maehly method, for determining upper and lower bounds for eigenvalues, which was introduced by Bazley and Fox4 in 1964, is applied to the determination of bounds to the frequencies of elastic systems. In reviewing the fundamental theory involved, the present paper emphasizes the physical significance of the adjoint operators T and T* employed. An error in the paper by Bazley and Fox is noted and it is pointed out that with the corrected theory it is possible to use the Lehmann-Maehly method as a procedure for computing converging sequences of upper and lower bounds merely by varying a constant, the shifting constant. Thus, sequences of bounds are shown to be easily obtainable without prior knowledge of rough bounds, and the procedure for obtaining the bounds is not significantly more difficult to apply than the familiar Rayleigh-Ritz method for upper bounds. Since displacements and stresses are independently varied, the displacement functions used in the approximation procedure are only required to satisfy prescribed displacement boundary conditions while the stress functions only need satisfy the natural (stress) boundary conditions. Operators are derived for a non- uniform beam based on Timoshenko beam theory. Tables of bounds computed by the Lehmann-Maehly method and also the Rayleigh-Ritz method are given as an illustrative example.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 367-380 
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    Notes: This paper contains a description of a numerical technique designed to overcome the difficulties encountered in the approximate solution of two-dimensional discretized field problems when there are singularities arising from sharp corners, discontinuities, point sources, etc. The essence of the method is to modify the discretization by incorporating in the numerical computations the known analytical form of the singularities. The method is applicable to a wide variety of linear two-dimensional field problems, and is illustrated herein with plane elastic problems.
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 441-442 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 448-449 
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    International Journal for Numerical Methods in Engineering 6 (1973), S. 451-454 
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    Notes: Inhomogeneous Fredholm integral equations occur frequently in communication theory where it is desired to determine optimal receivers and filters for signal detection and estimation. In this paper an initial value method is utilized to determine the Fredholm resolvent and the solution of the integral equation. Numerical results are given for a simple example. The method is of particular interest where sequential solutions are desired.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 225-227 
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    Notes: In general, a system of linear (or non-linear) algebraic equations is solved on an analogue computer by integrating an appropriately defined system of associated first-order differential equations, the steady-state solution of which is the desired solution of algebraic system. This approach usually works very well so long as the associated dynamical system is stable. The idea of using the same approach numerically is also not altogether new. One can, ‘analogously’, construct a dynamical system associated with a given system of non-linear algebraic equations and solve it numerically by any of a number of explicit time integration schemes. In fact, similar ideas provide the basis for certain ‘dynamic relaxation’ methods, incremental loading methods and the widely acclaimed methods of invariant imbedding.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 195-210 
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    Notes: A numerical method for the second-order analysis of elastic beam-columns is described. For nominated values of axial load and end moments the deformed states and stress distribution can be determined by an automatic iterative procedure. For centrally loaded columns of non-uniform section, the method can be used to predict the critical loads from the grossly deformed equilibrium states above the first critical load. Axial and shear strains may be accounted for as well as flexural strains. Solutions for the shape of the elastica can be obtained for non-uniform columns. The method requires a small digital computer and is demonstrated for several plane, uniform and stepped elastic members. It can be readily extended to deal with transverse and distributed axial loading as well as flexural-torsional behaviour.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 232-235 
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    Notes: Some results are given in which a modified Aitken acceleration is applied to elastic-plastic stress analysis.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 235-240 
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 243-254 
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    Notes: Five finite difference and two finite element schemes for solution of the one-dimensional consolidation problem are compared and evaluated from the viewpoints of convergence, accuracy, stability and computational efforts. An example problem involving laboratory experiments is also solved by using various schemes. Conclusions are drawn regarding relative suitability of these schemes for practical applications.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 401-405 
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    Notes: The subject of this paper is the eight-node shell element of Reference 1. The following options in element formulation are discussed: an alternate form of co-ordinate transformation between global and shell co-ordinates, use of stiffness coefficients for sandwich construction and inclusion of internal degrees of freedom. Numerical examples show the effects of adding internal freedoms, and serve to compare stresses calculated directly at element nodes with those obtained by extrapolation from values at the Gauss points.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 408-410 
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    Notes: The modification required to provide plate on elastic foundation analysis capability with existing finite element algorithms is presented. As shown by an example, the modification is applicable to configurations with varying ratios of plate to foundation stiffness.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 431-440 
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 497-508 
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    Notes: In connection with the finite element method, the iterative approach has been commonly used for the analysis of elastic-plastic continua. The rate of convergence of iteration is investigated in the present paper; it depends largely upon the ratio of tangent modulus to Young's modulus, accuracy of the first guess for the exact solution and occurrence of unloading. In the case of finite displacements the rate of convergence is closely related to the stability characteristics of the continua in the sense of Shanley.
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 479-490 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: FORTRAN subprograms for the solution of systems of linear algebraic equations are evaluated and compared on the basis of execution speed and accuracy. A symmetric, positive definite, banded test matrix is used in each case. The procedures considered are direct solution, iteration and matrix inversion. Both in-core schemes and those requiring the use of auxiliary data storage devices are included. Some of the techniques used require the full coefficient matrix, whereas others account for symmetry, banding, or sparseness of the system.Matrix inversion is found to be an inefficient technique, even if multiple right-hand side constant vectors are to be solved. In such cases, either Gauss elimination with multiple constant vectors treated simultaneously, or decomposition with the retention of the upper and lower triangular matrices, is recommended. Double precision arithmetic is suggested as a means of reducing round-off errors, and should always be employed when permitted by the computer's core capacity.On the basis of the results obtained with the single test system of equations, specific subprograms are recommended for each category of problem.
    Additional Material: 4 Tab.
    Type of Medium: Electronic Resource
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 545-551 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The problem of bending a thin plate is solved by the finite element method. Using a differential equation of the plate element equilibrium determines the potential energy by contour values of displacements and their first derivatives. In the equilibrium state they have to be such that the potential energy reaches its minimum. The suggested calculation algorithm enables the use of multiangular elements of arbitrary shape instead of integration in the area of this element in which curvilinear integrals appear along the element contour. Elaborated also is the program for calculation by computer and verified usability of the method for various elements based on the example of the square plate.
    Additional Material: 3 Ill.
    Type of Medium: Electronic Resource
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  • 183
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 556-560 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A unified method for obtaining explicit approximate solution schemes for dynamic problems is presented. These schemes are based on the theory of semigroups of operators and can furnish approximate solutions which have an arbitrarily small truncation error. The physical problem considered is that of elastodynamics although the method is clearly not limited to this setting.
    Type of Medium: Electronic Resource
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  • 184
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    International Journal for Numerical Methods in Engineering 7 (1973), S. 563-566 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Additional Material: 2 Ill.
    Type of Medium: Electronic Resource
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  • 185
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 7 (1973), S. 570-573 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Type of Medium: Electronic Resource
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  • 186
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 7 (1973), S. 410-411 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Type of Medium: Electronic Resource
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  • 187
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 7 (1973), S. 415-429 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A detailed study of the linear strain triangle (LST), which is very applicable in plane stress finite element analysis, is presented.Based on analytical stiffnesses, it is shown that the LST stiffnesses are easily obtainable from the stiffnesses of the corresponding simple constant strain triangle (CST).The optimization of finite element models is related to the configuration of the elements, and this analysis is also based upon the LST element. A procedure for changing to an improved finite element model is presented which does not require re-analysis. Several examples are discussed.
    Additional Material: 11 Ill.
    Type of Medium: Electronic Resource
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  • 188
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 7 (1973), S. 579-581 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Additional Material: 2 Ill.
    Type of Medium: Electronic Resource
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  • 189
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 7 (1973), S. 575-578 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Numerical solutions for limit loads of pressurized cylindrical cantilever shells are given for the exact Il'yushin yield surface.It is suggested that the numerical approach can be used for more complex problems for which the exact solution based on equation (2) has not been obtained to date.
    Additional Material: 3 Ill.
    Type of Medium: Electronic Resource
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