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- W2391514847 abstract "Eight Pieces of concrete filled circular CFRP-steel tubular members under bending and two pieces of concrete filled circular steel tubular members under bending are experimentally investigated and the test results are also theoretically analyzed in order to understand their static performances and to analyze load-middle span deflection curve property.It is found that the load-middle span deflection curves for members with longitudinal CFRP can be defined as the following stages:elastic elasto-plastic and descending stage,and the-curves for members without longitudinal CFRP is similar to that of the concrete filled steel tubular members under bending.Within the factors scope of this test,one layer circumferential CFRP only has no significant influence on load bearing capacity of the concrete filled steel tubular members under bending.The ductility of the concrete filled circular CFRP-steel tubular members under bending is better than that of the concrete filled circular FRP tubular members under bending." @default.
- W2391514847 created "2016-06-24" @default.
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- W2391514847 date "2006-01-01" @default.
- W2391514847 modified "2023-09-26" @default.
- W2391514847 title "Experiment About Concrete Filled Circular Steel Tubular Members Strengthened By CFRP Under Bending" @default.
- W2391514847 hasPublicationYear "2006" @default.
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