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FRP-钢组合板本构模型研究

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为探讨FRP-钢组合板的抗拉性能,文中根据复合材料混合理论,提出FRP-钢组合板应力-应变本构模型.考虑FRP与钢板不同材料用量的影响,制作4组8个FRP-钢组合板试件,进行单轴拉伸试验.通过试验得到破坏模式、荷载-位移曲线,结果表明组合板均发生FRP拉断破坏.最后推出组合板的应力-应变关系,与理论模型进行对比,二者吻合较好,表明文中提出的理论模型能较准确描述拉伸作用下组合板的本构模型,为FRP-钢组合板的设计和应用提供依据.
STUDY ON THE STRESS-STRAIN RELATIONSHIP OF FRP-STEEL PLATE
Based on the rule of mixture of composite materials,a new theoretical model is proposed to predict the stress-strain relationship of FRP-steel composite plate to investigate the tensile properties of FRP-steel composite plates.Considering different material mixture ratio of FRP and steel plate,uniaxial static tensile tests including 4 groups of 8 FRP-steel plates are conducted,in which the failure mode and load-displacement curve are obtained showing that FRP tensile failure occurs in all composite plates. The stress-strain relation of the composite plate is derived,and the comparison shows that the theoretical curve of the stress-strain relationship is in good agreement with the experimental curve. Therefore,the theoretical model can accurately predict the mechanical properties of FRP-steel composite plates,providing a basis for the design and application of the FRP-steel composite plate.

FRP-steel composite plateconstitutive modelload-displacement curveuniaxial static tensile test

王芊、郑小红

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华南理工大学土木与交通学院,广州510640

FRP-钢组合板 本构模型 荷载-位移曲线 拉伸试验

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(7)