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  • 1
    Electronic Resource
    Electronic Resource
    Synthesis and Chemistry of [Hydridotris(3-t-butylpyrazolyl)borato]indium(I) (1995)
    s.l. : American Chemical Society
    Inorganic chemistry 34 (1995), S. 1973-1974 
    Details
    ISSN: 1520-510X
    Source: ACS Legacy Archives
    Topics: Chemistry and Pharmacology
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1021/ic00112a001
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  • 2
    Electronic Resource
    Electronic Resource
    Nonlinear deformation analysis of a U-shaped bellows with varying thickness (2000)
    Springer
    Archive of applied mechanics 70 (2000), S. 366-376 
    Details
    ISSN: 1432-0681
    Keywords: Key words U-shaped bellows, integral equation method, nonlinear deformation, circular ring shell, shallow shell
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Summary The nonlinear integral equations for a U-shaped bellows with compressed angle and varying wall-thickness are derived according to the simplified Reissner theory of large deflection for revolution shells and integral-equation method. The iteration procedure for nonlinear analysis is developed by means of the integral equation iteration in conjunction with the gradient method. Numerical solutions for a U-shaped bellows under the action of axial compression force and internal pressure are obtained, which are compared with previous theories and experiments. The present results are shown to have a good accuracy, and may be applied directly to the design of bellows.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/s004199900068
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  • 3
    Electronic Resource
    Electronic Resource
    Further study on large deflection of circular sandwich plates (1989)
    Springer
    Applied mathematics and mechanics 10 (1989), S. 1099-1106 
    Details
    ISSN: 1573-2754
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract In this paper, a nonlinear solution is first presented for a circular sandwich plate with the flexure rigidity of the face layers taken into account. In solving the nonlinear bending equations, a modified power series method is proposed. The uniformly distributed loading and the clamped but sliding boundary condition are also assumed. Then our results are compared with those from Liu Ren-huai and Shi-Yun-fang [15]. The present solution can be used as a more accurate basis in engineering applications.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF02016298
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  • 4
    Electronic Resource
    Electronic Resource
    Nonlinear bending of simply supported rectangular sandwich plates (1993)
    Springer
    Applied mathematics and mechanics 14 (1993), S. 217-234 
    Details
    ISSN: 1573-2754
    Keywords: rectangular sandwich plate ; nonlinear bending
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract In this paper, fundamental equations and boundary conditions of the nonlinear bending theory for a rectangular sandwich plate with a soft core are derived by means of the method of calculus of variations. Then the nonlinear bending for a simply supported rectangular sandwich plate under the uniform lateral load is investigated by use of the perturbation method and a quite accurate analytic solution is obtained.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF02451406
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  • 5
    Electronic Resource
    Electronic Resource
    Exact solution for circular sandwich plate with large deflection (1982)
    Springer
    Applied mathematics and mechanics 3 (1982), S. 11-24 
    Details
    ISSN: 1573-2754
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract This paper gives the exact solution of large deflection of circular sandwich plate under the action of uniform lateral load by the method of power series. Making use of this solution, we can judge the accuracy of Liu Ren-huai's(4) analytic solution obtained by means of the modified iteration method. This indicates that the previous solution has very satisfactory accuracy.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01897384
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  • 6
    Electronic Resource
    Electronic Resource
    Nonlinear stability of thin elastic circular shallow spherical shell under the action of uniform edge moment (1980)
    Springer
    Applied mathematics and mechanics 1 (1980), S. 71-90 
    Details
    ISSN: 1573-2754
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract In this paper, nonlinear stability of thin elastic circular shallow spherical shell under the action of uniform edge moment is considered by the modified iteration method to obtain second and third approximations to decide the upper and lower critical loads. Results are plotted in curves for the engineering use and are compared with results of Hu Hai-chang's. We also investigate the neighbour situation of the critical point, i.e. the double points of the upper and lower critical loads and denote the range of validity of the second approximation. In the end, we obtain the special case, the design formulas of rigidity and stress as well as the corresponding curves as ν=0.3 of large deflection of circular plate under the same load. These results are also compared with Huang Tse-yen's.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01872629
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  • 7
    Electronic Resource
    Electronic Resource
    Application of the probabilistic fracture mechanics method of predicting the fatigue life of tubular joints (1994)
    Springer
    Applied mathematics and mechanics 15 (1994), S. 1017-1023 
    Details
    ISSN: 1573-2754
    Keywords: Monte Carlo simulation method ; probabilistic fracture mechanics ; fatigue ; tubular joints
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract In this paper fatigue strength of T-type tubular joints subjected to in-plane bending or out-of-plane bending load is investigated. By considering material constants and initial crack sizes as random variables and applying Monte Carlo simulation method, we have given a statistical analysis on fatigue life. Simultaneosly, linear regression analyses of computed results are performed and compared with that of the known experimental data.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF02455393
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  • 8
    Electronic Resource
    Electronic Resource
    Application of the modified iteration method to nonlinear vibration of corrugated circular plates (1990)
    Springer
    Applied mathematics and mechanics 11 (1990), S. 13-22 
    Details
    ISSN: 1573-2754
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract In this paper, the modified iteration method is successfully extended to investigate the nonlinear free vibration of corrugated circular plates with full corrugations. The analytical relation for the amplitude-frequency response of corrugated circular plates is obtained and discussions on the influences of geometrical parameters on vibration behaviours of corrugated circular plates are made. The present results are practically important in the design of elastic elements in precision instruments.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF02014567
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  • 9
    Electronic Resource
    Electronic Resource
    Non-linear elastic theory of rectangular reticulated shallow shell structures (1994)
    Springer
    Applied mathematics and mechanics 15 (1994), S. 413-423 
    Details
    ISSN: 1573-2754
    Keywords: rectangular reticulated shallow shells ; non-linear, equivalence ; initial geometrical imperfections
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract Based on fundamental assumptions, an analysis of the constitutive relations between the internal forces and deformations of discrete rectangular reticulated structures is given. On the basis of this, an equivalent continuum model is adopted and the application of the principle of virtual work leads to non-linear governing equations and corresponding boundary conditions.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF02451491
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  • 10
    Electronic Resource
    Electronic Resource
    Nonlinear bending of simply supported symmetric laminated cross-ply rectangular plates (1990)
    Springer
    Applied mathematics and mechanics 11 (1990), S. 801-807 
    Details
    ISSN: 1573-2754
    Keywords: laminated rectangular plate ; nonlinear bending ; governing equation
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract Based on the von Kármán-type theory of plates, nonlinear bending problems of simply supported symmetric laminated cross-ply rectangular plates under the combined action of pressure and inplane load are investigated in this paper. The solution which satisfies the governing equations and boundary conditions is obtained by using the double Fourier series method.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF02014346
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