[1] FRANGOPOL D M, LIN K Y, ESTES A C. Reliability of reinforced concrete girders under corrosion attack [J]. Journal of Structural Engineering, 1997, 123(3): 286-297.
[2] VAL D V, STEWART M G, MELCHERS R E. Effect of reinforcement corrosion on reliability of highway bridges [J]. Engineering Structures, 1998, 20(11): 1010-1019.
[3] 徐善华,牛荻涛,王庆霖.钢筋混凝土结构的碳化耐久性分析[J].建筑技术开发,2002: 21-29.
XU Shanhua, NIU Ditao, WANG Qinglin. Durability analysis of RC structure carbonation [J]. Building Technology Development, 2002: 21-29.
[4] 牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003: 91-97.
[5] 贡金鑫,赵国藩,赵尚传.大气环境锈蚀对混凝土结构可靠度的影响[J].大连理工大学学报,2000,40(2): 210-213.
GONG Jinxin, ZHAO Guofan, ZHAO Shangchuan. Influence of corrosion of reinforcement on reliability of RC structures in atmospheric environment [J]. Journal of Dalian University of Technology, 2000, 40(2): 210-213.
[6] 王建秀,秦权.考虑氯离子侵蚀与混凝土碳化的公路桥梁时变可靠度分析[J].工程力学,2007,24(7): 86-94.
WANG Jianxiu, QIN Quan. Analysis of timedependent reliability of RC highway bridges considering chloride attack and concrete carbonation [J]. Engineering Mechanics, 2007, 24 (7): 86-94.
[7] 吴瑾,吴胜兴.锈蚀钢筋混凝土结构可靠度评估[J].工程力学,2005,22(1): 118-122.
WU Jin, WU Shengxing. Reliability assessment of concrete structures with corroded reinforcement [J]. Engineering Mechanics, 2005, 22(1): 118-122.
[8] 刘军,邬晓光,张彦飞.基于可靠度的桥梁使用寿命分析[J].长安大学学报:自然科学版,2010, 30(1): 54-59.
LIU Jun, WU Xiaoguang, ZHANG Yanfei. Bridge structures service life based on reliability [J]. Journal of Changan University: Natural Science Edition, 2010, 30(1): 54-59.
[9] 孙维章,梁宋湘,罗建群.锈蚀钢筋剩余承载能力的研究[J].水利水运科学研究,1993(2): 169-179.
SUN Weizhang, LIANG Songxiang, LUO Jianqun. Remaining load capacity of corroded rebar [J]. Hydraulic Research, 1993(2): 169-179.
[10] 惠云玲,林志伸,李荣.锈蚀钢筋性能试验研究分析[J].工业建筑,1997,27(6): 10-13.
HUI Yunling, LIN Zhishen, LI Rong. Experimental study and anlysis on the property of corroded rebar [J]. Industrial Construction,1997, 27(6): 10-13.
[11] 沈德建,吴胜兴.大气环境混凝土中锈蚀钢筋性能和锈蚀模型试验研究[J].混凝土与水泥制品,2004,6(3): 46-50.
SHEN Dejian, WU Shengxing. Experimental study on corrosion model and mechanical behavior of corroded steel bar in atmospheric environment [J]. ChinaCement and Concrete Product, 2004, 6(3): 46-50.
[12] 张平生,卢梅,李晓燕.锈蚀钢筋的力学性能[J].工业建筑,1995,25(9): 41-44.
ZHANG Pingsheng, LU Mei, LI Xiaoyan. Mechanical property of rustiness reinforcement steel [J]. Industrial Construction, 1995, 25 (9): 41-44.
[13] 史波.氯盐环境下基于概率和性能的混凝土结构耐久性研究[D].大连:大连理工大学, 2009.
SHI Bo. Probability and performance based durability study for reinforced concrete structures in chloride environment [D]. Dalian: Dalian University of Technology, 2009.
[14] 袁迎曙,贾福萍,蔡跃.锈蚀钢筋的力学性能退化研究[J].工业建筑,2000,30(1): 43-46.
YUAN Yingshu, JIA Fuping, CAI Yue. Deterioration of mechanical behavior of corroded steel bar [J]. Industrial Construction, 2000, 30(1): 43-46.
[15] 赵国藩,贡金鑫,赵尚传.工程结构生命全过程可靠度[M].北京:中国铁道出版社,2004: 73-79.
[16] 交通部.(GB/T50283—1999)公路工程结构可靠度设计统一标准[S].北京:中国计划出版社,1999.
[17] 公路桥梁车辆荷载研究课题组.公路桥梁车辆荷载研究[J].公路,1997(3): 8-12.
Group of Highway Bridge Vehicle Loads. Research on highway bridge vehicle loads [J]. Highway, 1997(3): 8-12.
[18] 交通部.(JTJ 023—85),公路钢筋混凝土及预应力混凝土桥梁设计规范[S].北京:人民交通出版社,1985. |