赵羽习,金伟良.钢筋锈蚀导致混凝土构件保护层胀裂的全过程分析[J].水力学报,2005,36(8):939-945.ZHAO Yu-xi,JIN Wei-liang.Analysis on the cracking of concrete cover due to rebar corrosion[J].Journal of HydraulicEngineering,2005(8):939-945.(in Chinese)
[2]
过镇海,时旭东.钢筋混凝土原理与分析[M].北京:清华大学出版社,2008:24-30.
[3]
牛荻涛,王庆霖,王林科.锈蚀开裂前混凝土中钢筋锈蚀量的预测模型[J].工业建筑,1996,26(4):8-10,62.NIU Di-tao,WANG Qing-lin,WANG Lin-ke.Predeterminate model of steel corrosion extent in reinforced concrete structuresbefore producing corrosion crack[J].Industrial Construction,1996,26(4):8-10,62.(in Chinese)
[4]
牛荻涛,王庆霖,王林科.锈蚀开裂后混凝土中钢筋锈蚀量的预测[J].工业建筑,1996,26(4):11-13.NIU Di-tao,WANG Qing-lin,WANG Lin-ke.Predetermination of steel corrosion extent in reinforced concrete structures aftercorrosion crack[J].Industrial Construction,1996,26(4):8-10,62.(in Chinese)
[5]
LIU Y P,WEYERS R E.Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures[J].ACI,Material Journal,1998,93(6):675-681.
[6]
赵恒宝.混凝土电阻率影响因素及钢筋混凝土锈蚀损伤形态研究[D].大连:大连理工大学土木工程学院,2008.ZHAO Heng-bao.Research on concrete resistivity and the damage pattern of corroded reinforced concrete[D].Dalian:Department of Civil Engineering Dalian University of Technology,2008.(in Chinese)
赵羽习,金伟良.混凝土构件锈蚀胀裂时的钢筋锈蚀率[J].水利学报,2004(11):97-101.ZHAO Yu-xi,JINWei-liang.Corrosion ratio of reinforcement bar in reinforced concrete construction at the moment of crackingdue to corrosion expansion[J].Shuili Xuebao,2004(11):97-101.(in Chinese)
[10]
任海洋.不同环境下钢筋锈蚀产物的力学性能研究[D].杭州:浙江大学建筑工程学院,2010.REN Hai-yang.Study on mechanical behavior of corrosion products under different environments[D].Hangzhou:Departmentof Civil Engineering of Zhejiang University,2010.(in Chinese)
[11]
王林科,周军,马永欣.一般大气环境中钢筋锈蚀的机理与体积膨胀系数[J].西安建筑科技大学学报,1997,29(4):443-446.WANG Lin-ke,ZHOU Jun,MA Yong-xin.The mechanism of reinforcement rust and the coefficient of rust volume expansionin the normal atmospheric environment[J].Journal of Xi an University of Architecture&Technology,1997(4):443-446.(in Chinese)
[12]
KAPILESH B,GHOSHAK,YASUHIRO M,et al.Analytical model for time to couer cuacking in RC structures due to rebarcorrosion[J].Nuclear Engineering and Dsingn,2006,236(11):1123-1139.
