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Effect of PET Wrapping on Shear Performance of Corroded Reinforced Concrete Columns

机译:PET包裹对锈蚀钢筋混凝土柱抗剪性能的影响

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摘要

In this paper, an experimental study is presented on the influence of PET warping on shear performance, such as diagonal shear cracking load, peak load, and energy dissipation of RC columns with stirrup corrosion before strengthening. The experimental program involved an electrochemical process to accelerate the migration of chlorides from an external electrolyte into the tested columns, a wetting–drying cycle process with a controlled current to speed up the corrosion of the stirrup in the tested columns, the strengthening of corroded columns with PET warping, and a pseudostatic test to determine the shear capacity of the tested beams. The shear performance of PET wrapped RC columns with different corrosion levels in stirrups, including the diagonal cracking strength, the peak strength, the ductility ratio, and the energy dissipation ability, was examined and compared.
机译:本文对PET翘曲对剪切性能的影响进行了实验研究,例如对角线剪切开裂荷载,峰值荷载以及钢筋在加固前受到箍筋腐蚀的能量耗散。实验程序涉及电化学过程,以加速氯化物从外部电解质向被测柱的迁移;润湿-干燥循环过程(受控电流),以加速被测柱中箍筋的腐蚀;强化腐蚀柱进行PET翘曲,并进行伪静态测试以确定被测梁的剪切能力。研究并比较了在不同箍筋腐蚀条件下,PET包裹的RC柱在箍筋中的剪切性能,包括对角开裂强度,峰值强度,延性比和能量耗散能力。

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