Experimental Study on the Influence of Second-Order Effect on Shear Bearing Capacity of Frame Columns with Cracks under Different Axial Compression Ratios

Abstract:

The construction joint is the weak part of the structure, and the P-δ effect is mostly ignored when considering the second-order effect, so it is necessary to study the influence of second-order effect on frame columns. Based on the above considerations, under different axial compression ratios, the mechanical properties of the construction joints of the frame columns with construction joints and the cast-in-situ frame columns were studied by low cycle repeated load testsand analyzed the influence of the second-order effect on the shear capacity of frame columns with joints. The test results indicate that the existence of construction joints reduces the shear-bearing capacity of the specimens, and the second-order effect has a greater impact on the columns with joints under the same axial compression ratio, and the shear capacity decreases more. With the increase of the axial compression ratio, the second-order effect will be weakened on the frame column with seam, but when the axial compression ratio exceeds a certain limit, the second-order effect will be increased.

• Periodical: Materials Science Forum (Volume 1020)
• Pages: 93-103
• DOI: https://doi.org/10.4028/www.scientific.net/MSF.1020.93
• Online since: February 2021
• Authors: Xi Kang Yan, Shun Zhang*, Guo Liang Zhao, Xiao Chen, Bei Zhang
• Keywords: Axial Compression Ratio, Construction Joint, Frame Column, Second-Order Effect, Shear-Bearing Capacity

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