EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS

Qin Fu-hua; Shao Yong-jian; Xu Jia-xiu; Cai Hua

doi:10.13204/j.gyjz200608025

Volume 36 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 82-85

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

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EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS

doi: 10.13204/j.gyjz200608025

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: 2006-04-03
Publish Date: 2006-08-20

Abstract

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.

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References(3)

References

《轻骨料混凝土结构技术规程》编制组.《轻骨料混凝土结构技术规程》(报批稿),2005

[2] 邵永健,朱聘儒.轻骨料混凝土应力-应变曲线的研究.混凝土与水泥制品,2005(1):19-21

[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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