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Shakedown Analysis of Nonsandwich Structures*
Authors:F. Tin Lol
Affiliation:DEPARTMENT OF STRUCTURAL ENGINEERING , THE UNIVERSITY OF NEW SOUTH WALES , KENSINGTON, NSW, 2033, AUSTRALIA
Abstract:This paper presents a simple method of evaluating the alternating plasticity limit of structures with nonsandwich cross sections under combined stresses. Mathematical programming and matrix formulations are used. A procedure that enables the actual shakedown limit of the nonsandwich structure to be found is then given. Illustrative numerical examples are presented.
Keywords:
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