CFRP增强混凝土梁在二次荷载作用下的裂缝分析

Jinliang Liu, Jiawei Wang, Yanmin Jia
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引用次数: 0

摘要

建立了二次荷载作用下CFRP(碳纤维增强聚合物)钢筋混凝土梁的平均裂缝间距和最大裂缝宽度的计算公式。将CFRP板面积转化为配筋梁的配筋率,建立了二次荷载作用下CFRP筋混凝土梁平均裂缝间距的计算公式。在混凝土梁最大裂缝宽度计算公式的基础上,建立了二次荷载作用下CFRP筋混凝土梁最大裂缝宽度计算公式。将文中公式计算的平均裂缝间距和最大裂缝宽度与试验数据进行了对比,验证了公式的正确性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CRACK ANALYSIS OF CFRP REINFORCED CONCRETE BEAMS UNDER SECONDARY LOADING
The paper established the calculation formulas on the average crack spacing and the maximum crack width of CFRP(Carbon Fiber Reinforced Polymer)reinforced concrete beam under the secondary loading. Conversion of CFRP plate area into the reinforcement ratio of the reinforced beam, the calculation formula on the average crack spacing of CFRP reinforced concrete beam under the secondary loading was established. On basis of the calculation formula on the maximum crack width of concrete beam, the calculation formula on the maximum crack width of CFRP reinforced concrete beam under the secondary loading was established. The average crack spacing and the maximum crack width calculated by the formulas in the paper were compared with the test data, it was verified that the formula is correct.
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