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Stress Transfer Properties and Displacement Difference of GFRP Antifloating Anchor

机译:GFRP防青锚的应力传递性能和位移差异

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摘要

Glass fiber reinforced polymer (GFRP) antifloating anchors are widely used in reinforcing underground structures. Despite the outstanding application advances of GFRP anchors in the antifloating field, research on the mechanical transmission and deformation properties of the anchor rod and anchorage body is still scarce. This paper introduces pull-out experiments of GFRP antifloating anchors based on the FBG sensor strings technology. The experimental data demonstrates that the distribution curve of the axial stress shows a reversed-S shape, and the shear stress distribution presents the law of increasing first and then decreasing from the position of peak shear stress. The rod-anchorage body displacement difference curves of the anchors with an anchorage length that is closer to the critical anchorage length are smoother than those of the anchors with a larger length difference from the critical anchorage length. Finally, a simplified distribution model of the shear stress is applied for predicting the rod-anchorage body displacement difference, and the experimental data of the anchors with a rod slip failure is more applicable for this model than that of the anchors with a rod rupture failure.
机译:玻璃纤维增​​强聚合物(GFRP)防漂锚被广泛用于加强地下结构。尽管GFRP锚固件在防漂技术领域的突出应用进展,但锚杆和锚固体的机械传动和变形特性的研究仍然稀缺。本文介绍了基于FBG传感器串技术的GFRP防漂锚的拉出实验。实验数据表明轴向应力的分布曲线表示反向-S形状,并且剪切应力分布呈现了第一峰值的定律,然后从峰值剪切应力的位置下降。具有更靠近临界锚固长度的锚固长度的锚固件的杆锚固体位移差曲线比与临界锚固长度的更大长度差的锚固件更平滑。最后,施加剪切应力的简化分布模型以预测杆锚固体位移差异,并且具有杆滑动故障的锚固锚的实验数据比具有杆破裂故障的锚固件的锚点更适用。

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