Du YG,CLARK LA,CHAN AHC.Residual Capacity of Corroded Reinforcing Bar
[2]
STEWART M G.Mechanical Behaviour of Pitting Corrosion of Flexural and Shear Reinforcement and Its Effect on Structural Reliability of Corroding RC Bealm
[3]
[J].Structural Safety,2009,31(1):19-30.
[4]
STEWART M G,SUO Qinghui.Extent of Spatially Variable Corrosion Damage as An Indicator of Strength and Time-depen-dent Reliability of RC Beams
[5]
[J].Engineering Structures,2009,31(1):198-207.
[6]
DUPRAT Frédéric.Reliability of RC Beams under Chlorideingress
[7]
[J].Construction and Building Materials,2007,21(8):1605-616.
[8]
金伟良,鄢飞,张亮.考虑混凝土碳化规律的钢筋锈蚀率预测模型
[9]
[J].浙江大学学报,2000,34(2):158-163.JIN Weiliang,YAN Fei,ZHANG Liang.A Predeterminate Model of Steel Bar Corrosion Ratio Considered of Concrete Carbonation Model
[10]
[J].Journal of Zhejiang University,2000,34(2):158-163.
[11]
LIANC M-T,JIN W-L,YANG R-J.Predeterminate Nodel of Corrosion Rate of Steel in Concrete
[12]
MINAD S.Reinforcement Corrosion in Concrete Structures,Its Monitoring and Service Life Prediction-A Review
ALMUSALLAN A A.Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars
[15]
[J].Construction and Building Materials,2001(15):361-368.
[16]
[J].Magazine of Concrete Research,2005,57(3):135-147.
[17]
袁迎曙,贾福萍,蔡跃.锈蚀钢筋的力学性能退化研究
[18]
[J].工业建筑,2000,30(1):43-46.YUAN Yingshu,JIA Fuping,CAI Yue.Deterioration of Mechanical Behavior of Corroded Steel Bar
[19]
[J].Industrial Construction,2000,30(1):43-46.
[20]
PARTAL T H,CIGIZOGLU K.Estrmation and Forecasting of Daily Suspended Sediment Data Using Wavdet-Neural Networks
[21]
[J].Journal of Hydrology,2008,358(3/4):317-331.
[22]
戴会超,苏怀智.基于小波网络的三峡永久船闸中隔墩稳定性分析和预测模型
[23]
[J].岩石力学与工程学报,2004,23(10):1710-1714.DAI Huichao,SU Huaizhi.Analysis and Forecast on Division Pier Stability of Permanent Shiplock of Three Gorges Project with Wavelet Network
[24]
[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(10):1710-1714.
[25]
纪冬梅,胡毓仁.基于小波神经网络和疲劳曲线的结构疲劳寿命及可靠度预测
[26]
[J].船舶力学,2006,10(5):84-89.JI Dongmei,HU Yuren.Application of Artificial Neural Networks and Fatigue Curves in Prediction of Fatigue Life and Reliability of Structures
[27]
[J].Journal of Ship Mechanics,2006,10(5):84-89.
[28]
范颖芳,周晶.考虑蚀坑影响的锈蚀钢筋力学性能研究
[29]
[J].建筑材料学报,2003,6(3):248-252.FAN Yingfang,ZHOU Jing.Mechanical Property of Rusty Rebar Considering the Effects of Corrosion Pits
[30]
[J].Journal of Building Materials,2003,6(3):248-252.
[31]
[J].Cement and Concrete Research,2005(35):1827-1833.
[32]
陈莹,王天稳.碳化引起混凝土锈胀开裂前钢筋锈蚀量的研究
[33]
[J].混凝土,2005(12):63-66.CHEN Ying,WANG Tianwen.Steel Corrosion Extent in Reinforced Concrete Structures before Corrosion Cracking by Carbonization
[34]
[J].Concrete,2005(12):63-66.
[35]
BALABANIC G,BICANIC N,DUREKOVIC A.The Tnfluence of W/C Ratio,Concrete Cover Thickness and Degree of Reinforcing Steel in Concrete
[36]
[J].Cement and Concrete Research,1996,26(5):761-769.
[37]
赵尚传,贡金鑫,水金锋.氯离子环境下既有钢筋混凝土桥梁耐久性的概率分析
[38]
[J].公路交通科技,2006,23(7):82-86.ZHAO Shangchuan,GONG Jinxin,SHUI Jinfeng.Probability Analysis of Durability for Existing Reinforced Gonerete Briage in Chloride Environment
[39]
[J].Journal of Highway and Transportation Research and Development,2006,23(7):82-86.
[40]
张平生.混凝土状况对钢筋锈蚀的影响及原因
[41]
[J].西安建筑科技大学学报,1998,30(1):5-8.ZHANG Pingsheng.Cause and Influence of Concrele State on Reinforcement Rustiness
[42]
[J].Journal Xi'an University of Ar-chitecture and Science,1998,30(1):5-8.