EXPERIMENTAL STUDY ON FRP-STEEL COMPOSITE TUBE CONCRETE FLEXURAL COMPONENTS
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摘要: 为研究纤维增强复合材料(FRP)-钢复合管混凝土受弯构件的力学性能,对1根钢管混凝土受弯构件和2根FRP-钢复合管混凝土受弯构件进行试验,其中,FRP-钢复合管混凝土受弯构件分别为2层CFRP与钢管复合和1层CFRP+2层BFRP与钢管复合。结果表明,FRP能够提高钢管混凝土受弯构件的极限承载力,使复合管试件产生钢管屈服后的强化阶段,提高其安全承载力储备,保证构件屈服后的一定刚度;多种纤维与钢复合可实现纤维分批逐次断裂,改变其破坏模式。
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关键词:
- 纤维增强复合材料 /
- 纤维增强复合材料-钢复合管 /
- 混凝土 /
- 受弯构件 /
- 抗弯性能
Abstract: To study the mechanical performance of FRP-steel composite tube concrete flexural components,a steel tube concrete flexural component and two FRP-steel composite tube flexural components were experimentally investigated.Two FRP-steel composite tube components were composite with 2 layers of CFRP and steel and a layer of CFRP+2 layers of BFRP and steel.The test results showed that the ultimate bearing capacity of steel tube concrete flexural components could be enhanced by FRP.The hardening stage of load-displacement curves were achieved after steel yielding of the FRP-steel composite tube concrete specimens,the security capacity reserve was increased and a certain stiffness of the component after yielding is achieved.The fibre broken group by group gradually could be realized by different fibres and steel composite,the failure mode was changed.-
Key words:
- FRP /
- FRP-steel composite tube /
- concrete /
- flexural members /
- flexural behaviour
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