Dynamic Elastic-Plastic Analysis of Structuresby M.L. Baron,
Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 1, Pg. 23-42
Document Type: Journal Paper
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: Dynamic structural analysis | Elastic analysis | Structural dynamics | Transient loads | Transient flow | Elastoplasticity | Finite difference method | Plastic design | Load factors | Dynamic analysis | Time dependence
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