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- W2365206134 abstract "Based on plastic analysis theory,the ultimate flexural bearing capacity of negative moment area for steel- concrete composite continuous box girder was calculated with the standard method and cross sectional conversion approach,respectively. As to the specification- based approach,the cross- section of steel box girder was firstly converted into I- shaped form,and then the corresponding calculation was conducted according to the existing method in the criterion. By contrast,the cross sectional conversion approach was utilized to derive the uniform formulas through shifting the practical cross- section of steel box girder into rectangular one. The results reveal that the calculated results with above two methods are consistent with that gained from experimental results,which means that the two approaches are valid and applicable. There exists little difference when comparing the results calculated with above two methods,while it relatively simplifies the calculation process with cross sectional conversion approach since it avoids the procedure of judging the section type in the standard method. The research findings can provide certain reference for the design of steel- concrete composite continuous box girders." @default.
- W2365206134 created "2016-06-24" @default.
- W2365206134 creator A5082589664 @default.
- W2365206134 date "2014-01-01" @default.
- W2365206134 modified "2023-09-23" @default.
- W2365206134 title "Research on ultimate flexural bearing capacity of negative moment area for steel-concrete composite continuous box girder" @default.
- W2365206134 hasPublicationYear "2014" @default.
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