首页|多循环荷载下BFRP抗浮锚杆锚固性能现场试验

多循环荷载下BFRP抗浮锚杆锚固性能现场试验

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玄武岩纤维增强聚合物(basalt fiber reinforced polymer,BFRP)锚杆凭借抗拉强度高、耐腐蚀性好等优点,可代替传统钢筋锚杆解决抗浮锚杆在腐蚀性环境中的耐久性问题,本次试验采用循环加载方式,对不同锚固长度、不同直径的全螺纹BFRP锚杆承载性能开展研究.结果表明:循环荷载作用下锚杆杆体及锚固体荷载-位移曲线呈现滞回状,卸载时锚杆位移回弹率较高,BFRP抗浮锚杆弹性工作性状明显.锚杆杆体受循环荷载作用出现损伤,相同锚固深度锚杆杆体应变随循环次数的增加而增大;不同锚固深度的锚杆,随循环荷载次数增加,锚杆杆体应变增幅及每级荷载卸荷后产生的塑性变形逐渐增大,且锚杆杆体应变向深部传递.BFRP抗浮锚杆杆体轴力从孔口处自上而下衰减,杆体轴力作用范围在距孔口向下2.5 m范围内,循环荷载次数增加导致锚杆轴力增大,传递深度更深,但自孔口向下0.5~1.0 m范围锚杆杆体轴力衰减值随循环次数增加逐渐减小.锚杆杆体轴应力变化量受循环荷载影响较大,不同循环荷载作用下锚杆杆体轴应力变化量存在峰值.BFRP抗浮锚杆剪应力随锚固深度增加迅速增大,在孔口以下深度0.75 m处达到峰值后逐渐减小,剪应力峰值随循环次数增加出现衰减趋势.
Field test of anchorage performance of BFRP anti-floating anchors under multiple cyclic loads
Basalt fiber reinforced polymer(BFRP)anchors have the advantages of high tensile strength and good corrosion resistance,which can replace the traditional steel anchors to solve the durability problem of anti-floating anchors in corrosive environment.In this test,cyclic loading was used to study the load carrying performance of fully threaded BFRP anchors with different anchorage lengths and diameters.The results show that the load-displacement curves of anchor rod and anchor solid under cyclic loading present hysteresis.The anchor displacement rebound rate is high when unloading,and the elasticity of BFRP anti-floating anchors is obvious.Anchor rod is damaged by cyclic loading,and the strain of anchor rod with the same anchorage depth increases with the increase of cyclic times.For anchors with different anchorage depths,with the increase of cyclic loading times,the strain increase of the anchor rod body and the plastic deformation generated after unloading of each level of loading gradually increased,and the strain of the anchor rod body was transferred to the deeper part of the anchor body.The axial force of BFRP anti-floating anchors'rods attenuated from the mouth of the aperture from the top to the bottom,and the range of the rods'axial force was in the range of 2.5 m from the mouth of the aperture downward.The increase in the number of cyclic loadings resulted in an increase in the anchor rod axial force and a deeper transfer depth,but the attenuation value of the anchor rod axial force in the range of 0.5-1.0 m downward from the orifice gradually decreased with the increase in the number of cycles.The amount of change of axial stress of anchor rods is greatly affected by cyclic loading,and there is a peak value of change of axial stress of anchor rods under different cyclic loading.The shear stress of BFRP anti-floating anchors increases rapidly with the increase of anchorage depth,and reaches the peak value at the depth of 0.75 m below the mouth of the borehole,and then decreases gradually,and the peak value of the shear stress appears to be attenuated with the increase of the number of cycles.

pile foundationBFRP anti-float anchorcyclic loading testload transferdamageaxial forceshearing stress

吴泽坤、白晓宇、孙淦、王凤姣、闫楠、董旭光

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青岛理工大学土木工程学院,山东青岛 266520

宁夏大学土木与水利工程学院,宁夏银川 750021

桩基工程 BFRP抗浮锚杆 循环加载试验 荷载传递 损伤 轴力 剪应力

国家自然科学基金资助项目山东省自然科学基金重点项目山东省泰山学者项目

51708316ZR2020KE009tsqn202306234

2024

岩石力学与工程学报
中国岩石力学与工程学会

岩石力学与工程学报

CSTPCD北大核心
影响因子:2.589
ISSN:1000-6915
年,卷(期):2024.43(9)
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