| 碳纤维布加固钢筋混凝土矩形截面梁受弯正截面承载力的计算方法 |
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| 引用本文： | 薛萍.碳纤维布加固钢筋混凝土矩形截面梁受弯正截面承载力的计算方法[J].工业建筑,2004,34(5):76-77,90. |
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| 作者姓名： | 薛萍 |
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| 作者单位： | 西安铁路运输职工大学,交通运输系,西安,710015 |
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| 摘 要： | 在总结各种试验研究的基础上 ,应用钢筋混凝土矩形截面梁受弯正截面承载力计算的成熟理论 ,提出符合试验结果的碳纤维布加固钢筋混凝土单筋矩形截面梁受弯正截面承载力的计算公式 ,可供工程设计应用参考。
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| 关 键 词： | 碳纤维布 钢筋混凝土梁 受弯 正截面 极限承载力 |
COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP |
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| Xue Ping.COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP[J].Industrial Construction,2004,34(5):76-77,90. |
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| Authors: | Xue Ping |
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| Abstract: | By summarizing various experiments and researches,the paper applies the mature theory of calculating the bearing capacity of a bending normal section of the RC beam with rectangular section is used,and the computational formula of the bearing capacity of the bending normal section of single rebar RC beam with rectangular section strengthened by CFRP,which meets the requirements of experiments′ results.It may be a reference for engineering design. |
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| Keywords: | CFRP reinforced concrete beam bending normal section ultimate bearing capacity |
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