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- W2149241410 abstract "The stress fields in a steel bridge girder under cyclic loads were calculated by elastic-plastic finite element method. It is shown that the load application on the pre-stressed component produces a reassessment of the stress field and, in particular,a relaxation of the maximum stress; the relaxation process is almost limited to the first cycle; the degree of the residual stress relaxation is mainly controlled by the cyclic loading with the largest amplitude under variable amplitude loading. Based on the laws above, the shakedown behavior of steel girder under moving train load was analyzed and the redistributed residual stress field was acquired." @default.
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- W2149241410 date "2010-06-01" @default.
- W2149241410 modified "2023-09-27" @default.
- W2149241410 title "Numerical evaluation of residual stress redistribution in welded bridge" @default.
- W2149241410 cites W2004703180 @default.
- W2149241410 doi "https://doi.org/10.1109/mace.2010.5536001" @default.
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