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Buckling of a rectangular plate under a self-equilibrating stress due to dislocations (1994)

Youtsos, A. G. ; Mura, T.

Springer

Acta mechanica 104 (1994), S. 97-103

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ISSN: 1619-6937

Source: Springer Online Journal Archives 1860-2000

Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics

Notes: Summary The buckling of thin elastic rectangular plates due to two arrays of edge dislocations symmetrically placed with respect to the longitudinal axis of the plate is studied for two different dislocation orientations. The analysis is based on the governing equation of plate buckling. Through a standard eigenvalue analysis the buckling criterion is analytically-numerically computed and numerical results are presented pertaining to cases of practical engineering interest such as welding.

Type of Medium: Electronic Resource

URL: http://dx.doi.org/10.1007/BF01170279

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