[1] | ZHU Linxuan, ZHANG Mingyi, CHEN Chaoran, ZHOU Zhijun, WANG Miaomiao. Prediction of Carbonation Depth of Reinforced Concrete Beams Under Cyclic Flexural Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 139-143,212. doi: 10.13204/j.gyjzG21112513 |
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[4] | NIU Ditao, CHEN Lei, LIU Xiguang. A CALCULATION METHOD OF FLEXURAL CAPACITY OF REINFORCED CONCRETE BEAMS CORRODED BY SULFURIC ACID[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 50-54,68. doi: 10.13204/j.gyjzG19113014 |
[5] | WU Lei, YANG Wei, SUN Yuan, KANG Qiang, WAN Zhiming. EXPERIMENTAL RESEARCH ON THE INFLUENCING FACTORS OF THE BOND PERFORMANCE BETWEEN PRINTED CONCRETE AND REBAR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 32-38,132. doi: 10.13204/j.gyjzG20011603 |
[6] | Yu Bo, Wu Ming, Yang Lüfeng. INFLUENCE OF CONCRETE COVER ON CORROSION MECHANISM AND CORROSION RATE OF STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 112-119. |
[7] | Hu Xinguo, Zhu Han. EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018 |
[8] | Jin Hugen. SOME REGULATIONS OF REBAR FOR CONCRETES STRUCTURE IN CHINA CODE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 118-120. doi: 10.13204/j.gyjz201208024 |
[9] | Zhang Yu, Yang Yongxin, Guan Zengwei. LITERATURE REVIEW OF BOND BEHAVIOR BETWEEN REINFORCING BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 33-36,32. doi: 10.13204/j.gyjz201110008 |
[10] | Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022 |
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[14] | Peng Xiuning, Wei Shuying, Zhang Xide. FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 43-45. doi: 10.13204/j.gyjz200507013 |
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[16] | Xu Xiaobin. REINFORCEMENT REPLACEMENT IN CONSTRUCTION OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 70-71,75. doi: 10.13204/j.gyjz200509019 |
[17] | Zhao Zhuo, Li Feng, Ma Yali. PHASE-MODEL OF CORROSION RATE OF STEEL BAR UNDER CHLORIDE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 1-4. doi: 10.13204/j.gyjz200512001 |
[18] | Fang Congqi. EFFECT OF CORROSION ON BOND BETWEEN REINFORCING STEEL AND CONCRETE UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 15-18,22. doi: 10.13204/j.gyjz200512005 |
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