机译:不同来源的CaCl_2和NaCl对氯离子阈值对钢筋混凝土腐蚀的影响
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, PR China,College of Mechanics and Materials, Hohai University, Nanjing 210098, PR China;
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, PR China,College of Mechanics and Materials, Hohai University, Nanjing 210098, PR China;
Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen 518060, PR China;
College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, PR China;
reinforcement corrosion; durability; concrete; chloride threshold value;
机译:钢-混凝土界面对氯化物腐蚀阈值的影响-理论的经验强化
机译:不同氯化物来源引起的混凝土中钢腐蚀的氯化物阈值水平的变化
机译:氯化镁对混凝土腐蚀和混凝土中钢筋的影响
机译:混凝土中内部氯化物引起的钢筋腐蚀特征及氯化物阈值的测定
机译:水泥碱度,暴露条件和钢混凝土界面对混凝土中钢筋腐蚀时间和氯化物阈值的影响。
机译:新型耐腐蚀钢筋在含氯混凝土孔隙溶液中的点蚀行为
机译:氯化镁对混凝土腐蚀和混凝土中钢筋的影响
机译:冶金对钢筋混凝土中氯离子腐蚀阈值的影响