不同内嵌材料加固钢筋混凝土梁抗弯性能试验研究 |
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引用本文: | 宋丽娟,梁玉国,张学士. 不同内嵌材料加固钢筋混凝土梁抗弯性能试验研究[J]. 河北工业科技, 2014, 0(1) |
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作者姓名: | 宋丽娟 梁玉国 张学士 |
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作者单位: | 河北建研科技有限公司;天津大学建筑工程学院;河北省建筑科学研究院;河南汇成造价师事务所有限公司; |
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摘 要: | 分别对内嵌CFRP板、内嵌CFRP筋、内嵌BFRP筋加固钢筋混凝土梁,以及未加固梁进行静力受弯试验,并对试件承载力、荷载-应变曲线以及试件的裂缝形态进行分析。试验结果表明:内嵌CFRP板比内嵌CFRP筋以及内嵌BFRP筋可以更好地提高梁的抗弯承载力;内嵌CFRP板、内嵌CFRP筋以及内嵌BFRP筋都可以较好的约束裂缝的开展。
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关 键 词: | 内嵌CFRP板 内嵌CFRP筋 内嵌BFRP筋 加固 抗弯承载力 裂缝 |
Experimental investigation of flexural behavior of the RC beams strengthened with different near-surface mounted materials |
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Abstract: | RC beams strengthened with near-surface mounted CFRP plate,CFRP tendon or BFRP tendon,and no-strengthened RC beams were tested under static bends load.The bearing capacity,load-strain curve and fracture shape of specimens were analyzed.Results show that the beam strengthened with near-surface mounted CFRP plate can better improve the flexural capacity than that strengthened with CFRP tendon and BFRP tendon.The near-surface mounted strengthening materials could inhibit the growth of cracks. |
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Keywords: | near-surface mounted CFRP plate near-surface mounted CFRP tendon near-surface mounted BFRP tendon strengthening flexural capacity cracks |
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