EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE
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摘要: 对粘贴碳纤维板的钢筋混凝土梁进行了正截面受弯承载力试验, 试验结果表明, 碳纤维板可明显提高梁的正截面受弯承载力。对试验结果进行了分析, 提出了碳纤维板加固钢筋混凝土梁正截面受弯承载力影响因素。Abstract: A series of RC beams strengthened in flexure with CFRP plates were tested and studied. The test results showed that the CRFP plate reinforcement could highly increase the bending load capacity of the beam. Based on the testing results, the load_deformation process, flexural failure characteristics and the effect of various parameters on their behavior were all discussed.
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Key words:
- CFRP plate /
- strengthening /
- RC beams /
- bending load capacity
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王文炜, 赵国藩. 纤维复合物加固钢筋混凝土梁抗弯承载力及参数分析. 工业建筑, 2003, 33(9): 16-19 吴 刚, 安 琳, 吕志涛. 碳纤维布用于钢筋混凝土梁抗弯加固的试验研究. 建筑结构, 2000, 30(7) GB 1052-92 混凝土结构试验方法标准
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