Dynamic Elastic-Plastic Analysis of Structures

by Melvin L. Baron,
Hans H. Bleich,
Paul Weidlinger,

Serial Information: Transactions of the American Society of Civil Engineers, 1962, Vol. 127, Issue 1, Pg. 604-622

Document Type: Journal Paper

Discussion: Eremin A. A. (See full record)
Closure: (See full record)

Abstract: 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.

Subject Headings: Elastic analysis | Transient loads | Transient flow | Elastoplasticity | Finite difference method | Plastic design | Load factors |

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