| 冷轧带肋钢筋混凝土受弯构件裂缝宽度与挠度计算 |
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| 引用本文： | 祝明桥.冷轧带肋钢筋混凝土受弯构件裂缝宽度与挠度计算[J].湖南科技大学学报(自然科学版),2000,15(4). |
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| 作者姓名： | 祝明桥 |
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| 作者单位： | 湘潭工学院,土木工程系,湖南,湘潭,411201 |
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| 摘 要： | 在试验研究的基础上 ,分析了冷轧带肋钢筋受弯构件的裂缝宽度和挠度变形规律 ,提出了其裂缝宽度和挠度验算修正公式 ,修正值与实测值吻合较好 ,有利于冷轧带肋钢筋的进一步推广应用 表 3,参 6
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| 关 键 词： | 冷轧带肋钢筋 裂缝 挠度 |
The Study on crack width and deformation on concrete members reinforced with cold-rolled ribbed bars subjected to bending |
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| ZHU Ming-qiao.The Study on crack width and deformation on concrete members reinforced with cold-rolled ribbed bars subjected to bending[J].Journal of Hunan University of Science & Technology(Natural Science Editon),2000,15(4). |
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| Authors: | ZHU Ming-qiao |
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| Abstract: | Based on the experimental study and theoretical analysis about the concrete members reinforced with cold rolled ribbed bars subjected to bending,the correction formula about calculating deformation and crack width have been presented,and the calculated results relatively conform to the experimental results.The research results will be helpful to the development and application of the cold rolled ribbed bars.3tabs.,6refs. |
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| Keywords: | cold rolled ribbed hars crack width deformat |
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