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《ENGINEERING MECHANICS》 1994-04
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INTERFACE CRACKING MODEL FOR CONCRETE

Guo Shaohua(Xian University of Architecture and Technology)  
Based on Eshelby's equivalence theory,the conditions of the interface cracking between aggregate and mortar due to the loss of moisture and the fall of temperature are given. The distribution characteristics of the thermal cracks caused in hydration and the dry cracks caused in the water diffusion of concrete are discussed.
【CateGory Index】: TU528.01
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7 JI Shun-wen~1 ZHU Yue-ming~1 QIANG Sheng~1 ZENG Deng-feng~2 (1.Institute of Hydraulic Structures,Hohai University,Nanjing 210098,China; 2.Water Power Plant of Sanhe Shangyoujiang,Sanhe 341212,China);Study on reasons of cracks in concrete piers of Shangyoujiang gravity overflow dam and influence on structural safety[A];[C];2007
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【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WU Guo xiong 1,YIAO Ling kan 2 (1 Department of Highway Engineering, Chongqing Jiaotong University,Chongqing 400074,China; 2 Southwest Jiaotong University,Chengdu 610031,China);Study on the effect of fatigue cracks in cement concrete pavement by vehicle-road interaction[J];Journal of Chongqing Jiaotong Institute;2001-S1
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1 DENG Hong-liang,LIAO Dan,WANG Zheng-nian (College of Civil Engineering,Beijing Polytechnical University,Beijing 100124,China);Analysis on Development Mechanism of Temperature Shrinkage Type Reflective Crack in Asphalt Pavement on Semi-rigid Base[J];Journal of Water Resources and Architectural Engineering;2009-04
2 Chu Jiye(Fuyang Highway Engineering Corporation,Fuyang 236001,China);Research and Predict on Crack of Concrete Pavement Based on Fracture Mechanics[J];Sci, & Tech,information of Water Transportation;2005-06
3 LIU Hui-xun,DING Hong-yan(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Vibrating image detection technology for cavity beneath cement concrete pavement slab[J];Journal of Vibration and Shock;2009-01
4 ZENG Si-ping~1,GUO Shao-hua~2,CHEN Shao-ming~3,FU Jun~4 (1.School of Transportation ,Tongji University, Shanghai 200092, China; 2.School of Civil and Architectural Engineering, Central South University, Changsha 410083, China; 3.Department of Civil Engineering, School of Shenzheng Professional Technology, Shenzhen 518055, China; 4.Reconnaissance Department, Southeast Electric Power Design Office, Chengdu 610021, China);Finite Element Analysis of Temperature Fracture in RCC-AC Composite Pavement[J];Journal of Central South University of Technology(Natural Science);2005-01
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