Can Repeated Elastic Analyses Always Provide Exact Limit Loads?
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Past research showed that obtaining statically admissible stress distributions based on elastic moduli modification methods exactly correspond to stress distributions due to stress-strain power law, for beam bending and cylinder under internal pressure. This paper investigates shear stress redistribution based on modified elastic moduli, theoretical and inelastic finite element analysis methods.
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1994 ◽
Vol 208
(1)
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pp. 9-17
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2016 ◽
Vol 5
(2)
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pp. 64
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2019 ◽
Vol 233
(14)
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pp. 5048-5055
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2006 ◽
Vol 120
(6)
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pp. 3493-3502
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