VIDAL T,CASTEL A,FRANCOIS R.Analyzing Crack Width to Predict Corrosion in Reinforced Concrete[J].Cement and Concrete Research,2004,34(1):165-174.
[3]
GRANJU J L,BALOUCH S U.Corrosion of Steel Fibre Reinforced Concrete from the Cracks[J].Cement and Concrete Research,2005,35(3):572-577.
[4]
WANG Da-hong,FAN Meng.Flexural Bearing Cap-acity Calculation of Corroded Reinforced Concrete Beams[J].Journal of Architecture and Civil Engineering,2006,23(3):61-65.
[5]
XIAO Jian-zhuang,CHEN De-yin,ZHA Quan-fan.Bending Fatigue Behavior of High-performance Concrete Simply-supported Beams[J].Journal of Architecture and Civil Engineering,2008,25(1):96-101.
[6]
MA Kun-lin,XIE You-jun,LONG Guang-cheng.Corrosion Behavior and Destructive Mechanism of Bridge Concrete Structure Under Chloride Salt Environment[J].Journal of Architecture and Civil Engineering,2008,25(3):32-36.
[7]
YANG Quan-bing,WU Xue-li,HUANG Shi-yuan.Salt Freezing Corrosion Damage of Concrete Induced by Salt Thawing[J].Communications Science and Technology Heilongjiang,2000(S1):2-6.
WANG Xiao-gang,GU Xiang-lin,ZHANG Wei-ping.Numerical Simulation of Flexural Behavior of Corroded Reinforced Concrete Beams[J].Journal of Architecture and Civil Engineering,2009,26(1):49-54.
[11]
LIU Xu-zheng,NIU Yan-wei,HUANG Ping-ming.Mechanics Characteristics of RC Beam Bridge Strengthened with Adding Beams[J].Journal of Chang'an University:Natural Science Edition,2008,28(4):62-65.
[12]
WANG Tie-meng.Control of Cracking in Engineering Structure[M].Beijing:China Architecture & Building Press,2002:29-33.
[13]
HAO Juan,YU Hong-fa,BAI Kang,et al.Effect of Hybrid Fibers on Drying Shrinkage of Concretes with High Content Mineral Admixtures[J].Journal of Materials Science & Engineering,2008,26(4):574-578.
[14]
Compiling Group of New Non-destructive Testing of Concrete Technology.New Non-destructive Testing of Concrete Technology (New Code Application)[M].Beijing:China Environmental Science Press,2002:105-107.
[15]
YU Hong-fa.Study on High Performance Concrete in Salt Lake: Durability,Mechanism and Service Life Prediction[D].Nanjing:Southeast University,2004.
[16]
CHEN Zhao-yuan.Discussion on Code Requirements for Concrete Cover to Reinforcement[J].Building Structure,2007,37(6):108-114.
[17]
HONG Ding-hai.Corrosion and Protection of Steel Bars in Concrete[M].Beijing:China Railway Publishing House,1998:81-82.
[18]
MONTES P,BREMNER T W,LISTER D H.Influence of Calcium Nitrite Inhibitor and Crack Width on Corrosion of Steel in High Performance Concrete Subjected to a Simulated Marine Environment[J].Cement & Concrete Composites,2004,26(3):243-253.
REN Geng-feng,XU Yue,SHI Li-qiang,et al.Dur-ability Evaluation of Existing Reinforced Concrete Bridges Based on AHP[J].Journal of Chang'an University:Natural Science Edition,2008,28(6):41-45.