Research Article
Jan 1963
Elasto-Plastic Analysis by Numerical Procedures
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 1
Abstract
An elasto-plastic analysis for the bending and buckling of prismatic structural members by numerical procedures is presented in this paper. A stress-strain diagram composed of two straight-line segments is used to approximate the actual stress-strain diagram of the material. This simplifies the computations and gives reasonably good accuracy for materials having defined stress-strain diagrams.
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© 1963 American Society of Civil Engineers.
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Published in print: Jan 1963
Published online: Feb 10, 2021
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Annabel L. Tong, M.ASCE
Struct. and Hydr. Engr., Stearns and Wheler, Cons. Engrs., Cazenovia, N. Y.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.