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Load-carrying capacity of GFRP bars under combined axial force-transverse force loading

机译:GFRP筋在轴向力-横向力共同作用下的承载能力

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摘要

In several applications, glass fiber reinforced plastic (GFRP) bars are loaded with a transverse force while they simultaneously carry an axial force. Short-term tests of combined axial and transverse loading on assemblies consisting of one GFRP bar and two steel sleeves are described in this paper. The results show that the axial force capacity of the GFRP bar is affected only if the transverse force exceeds a certain threshold. A qualitative fracture criterion for combined axial force-transverse force loading is suggested. Further combined axial force-transverse force loading tests have been conducted on a specimen with a severe, forced 4° bending misalignment. These misaligned GFRP bars sustained more than 80% of the tensile resistance of the corresponding straight bars (without misalignment).
机译:在一些应用中,玻璃纤维增​​强塑料(GFRP)杆承受横向力,而同时又承受轴向力。本文描述了由一个GFRP杆和两个钢套组成的组件的轴向和横向组合载荷的短期测试。结果表明,仅当横向力超过一定阈值时,GFRP筋的轴向力能力才会受到影响。提出了组合轴向力-横向力载荷的定性断裂准则。在严重的,强制的4°弯曲未对准的样品上进行了进一步的组合轴向力-横向力载荷测试。这些未对准的GFRP棒承受的直拉杆的抗拉强度超过80%(无对准)。

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