Dynamic Elastic-Plastic Analysis of Structures

by M.L. Baron,
H.H. Bleich,
P. Weidlinger,


Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 1, Pg. 23-42


Document Type: Journal Paper

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

Services: Buy this book/Buy this article

 

Return to search