Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Citation:
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Citation:
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS
1.
1. Huadong Branch of Central Research Institute of Building &Construction,MCC Group Shanghai 200940;
2.
2. Department of Civil Engineering,Suzhou University of Science and Technology Suzhou 215011
Received Date: 2006-04-03Publish Date:
2006-08-20
Abstract
Based on the experimental research of six high-strength shale ceramsite concrete beams and two normal density concrete beams,the calculation method of carrying capacity of normal section of high-strength shale ceramsite concrete beams was put forward.Based on the coefficient of internal force couple arm and coefficient of non-uniform distribution of longitudinal bar strain which were obtained from the experimental data,the calculation methods of bending rigidity of section,deflection and crack width of high-strength shale ceramsite concrete beams were put forward.The results may be referenced for revising relevant specifications and practical engineering.
References
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[3] 王铁梦.工程结构裂缝控制.北京:中国建筑工业出版社,1997:20-25
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