Gong Guojun, Song Xiaobing, Kong Qiming. THE RESISTIVITY OF CONCRETE CONTAMINATED BY CHLORIDE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 5-7. doi: 10.13204/j.gyjz200512002
Citation:
He Shiqin, Gong Jinxin, Wang Haichao. BOND MECHANISM AND DEGRADATION MODEL BETWEEN REINFORCEMENT AND CONCRETE SUBJECTED TO DEICER-FROSTING CYCLES[J]. INDUSTRIAL CONSTRUCTION , 2005, 35(12): 19-22. doi: 10.13204/j.gyjz200512006
Gong Guojun, Song Xiaobing, Kong Qiming. THE RESISTIVITY OF CONCRETE CONTAMINATED BY CHLORIDE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 5-7. doi: 10.13204/j.gyjz200512002
Citation:
He Shiqin, Gong Jinxin, Wang Haichao. BOND MECHANISM AND DEGRADATION MODEL BETWEEN REINFORCEMENT AND CONCRETE SUBJECTED TO DEICER-FROSTING CYCLES[J]. INDUSTRIAL CONSTRUCTION , 2005, 35(12): 19-22. doi: 10.13204/j.gyjz200512006
BOND MECHANISM AND DEGRADATION MODEL BETWEEN REINFORCEMENT AND CONCRETE SUBJECTED TO DEICER-FROSTING CYCLES
1.
1. School of Civil Engineering,Tsinghua University Beijing 100084;
2.
2. School of Civil and Hydraulic Engineering,Dalian University of Technology Dalian 116023
Received Date: 2005-08-25
Publish Date:
2005-12-20
Abstract
The experiment of bond of beam elements subjected to deicer-frosting cycles was carried out and the effect of deicer-frosting cycles on the bond characters between reinforcement and concrete was studied.Based on the experimental results, the bond mechanism of reinforcement and concrete after deicer-frosting cycles was explored, and the degradation rule of bond strength and the model of bond-slip relationship were developed.
References
黄士元.混凝土结构抗冻融(包括盐冻)侵蚀耐久性设计的建议.见:混凝土结构耐久性及耐久性设计会议论文集.北京:2002.11~19
[2] 杨全兵,杨钱荣.桥梁工程混凝土耐久性设计及应用研究.低温建筑技术,2002(3):8~11
[3] 王元,陈翠红.混凝土抗盐冻剥蚀剂的研究与应用.混凝土,2002(11):49~51
[4] Shih T S,Lee G C.Effect of Freezing Cycles on Bond Strength of Concrete.Journal of Structural Engineering,1988,114(3):717~726
[5] 赵国藩.高等钢筋混凝土结构学.北京:中国电力出版社,1999
[6] 王传志,滕智明.钢筋混凝土结构理论.北京:中国建筑工业出版社,1985
[7] JTJ 270-89 水运工程混凝土试验规程
[8] 李金玉,曹建国.混凝土冻融破坏机理的研究.水利学报,1999(1):41~49
[9] 慕儒.冻融循环与外部弯曲应力、盐溶液复合作用下混凝土的耐久性与寿命预测:[博士学位论文].南京:东南大学,2000
[10] 杨全兵,吴学礼,黄士元.去冰盐引起的混凝土的盐冻剥蚀破坏.混凝土,1995(6):29~35
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