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- W2377260457 abstract "16 concrete filled circular CFRP-steel composite tubular flexural members and 4 concrete filled circular steel tubular flexural members are tested and the test results are analyzed here. Load-middle span deflection curves for members without longitudinal CFRP are similar to that of concrete filled circular steel tubular fluxural members and load-middle span deflection curves for members with longitudinal CFRP could be defined as following: elastic, elaso-plastic and softening stage. The ductility of concrete filled circular CFRP-steel composite tubular flexural members is better than that of concrete filled circular steel tubular flexural members. The load bearing capacity enhancement ratio increases as the longitudinal CFRP layer increase for members with the same steel tube confinement factor. Steel tube and CFRP tube could cooperate longitudinally and circumferentially from 0 load till the ultimate load bearing capacity. Circumferential tension strain at the biggest longitudinal compress strain point is the biggest and circumferential compress strain at the biggest longitudinal tension strain point is the biggest, steel tube around the point with the biggest longitudinal tension has no confinement on core concrete. From 0 load till about 0.8 times the ultimate load bearing capacity, the steel tube longitudinal strain distribution along the depth of cross-section obeys the plain section assumption. Longitudinal CFRP could enhance specimen's rigidity significantly." @default.
- W2377260457 created "2016-06-24" @default.
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- W2377260457 date "2006-01-01" @default.
- W2377260457 modified "2023-09-28" @default.
- W2377260457 title "Bending Perfonnance Study on Concrete Filled Circular CFRP-steel Composite Tubular Members" @default.
- W2377260457 hasPublicationYear "2006" @default.
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