As the results of the tests, shear capacity of the beams with NSM CFRP strips on sides increased 86% at most compared to the beams without shear reinforcement.
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释义
结果表明,侧面嵌贴CFRP板条可大大提高未配箍筋混凝土梁的抗剪承载力,最大可提高86%25;
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