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Dynamic elastic-plastic analysis of structures
Finite difference method is presented; design of structure to with-stand h-p loadings of transient or time dependent nature such as nuclear blasts, requires abandoning conventional requirement of limiting stresses to some value below elastic limit; plastic flow at various locations in structure is permitted, but total deflection must be kept within acceptable limits.
Dynamic elastic-plastic analysis of structures
Finite difference method is presented; design of structure to with-stand h-p loadings of transient or time dependent nature such as nuclear blasts, requires abandoning conventional requirement of limiting stresses to some value below elastic limit; plastic flow at various locations in structure is permitted, but total deflection must be kept within acceptable limits.
Dynamic elastic-plastic analysis of structures
ASCE -- Proc (J Eng Mechanics Div)
Baron, M.L. (author) / Bleich, H.H. (author) / Weidlinger, P. (author)
1961
20 pages
Article (Journal)
English
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