| 锈蚀与冻融循环下钢筋与混凝土粘结退化性能 | |
| 何世钦 ; 贡金鑫 ; 金峰 ; 孙晓燕 ; HE Shiqin ; GONG Jinxin ; JIN Feng ; SUN Xiaoyan | |
| 2010-06-10 ; 2010-06-10 | |
| 关键词 | 土木建筑结构 本构模型 梁式粘结破坏试验 粘结性能 冻融循环 锈蚀 civil structure constitutive model bond test of beam specimens bond properties freezing-thawing cycles corrosion TU375 |
| 其他题名 | Deterioration characteristics of the bond between reinforcement and concrete subjected to freezing-thawing cycles and steel corrosion |
| 中文摘要 | 除冰盐不仅造成混凝土表面剥蚀,盐溶液渗入结构还引起严重的钢筋锈蚀,外部出现锈胀裂缝,从而造成钢筋与混凝土粘结性能退化。论文采用钢筋混凝土梁式粘结试件,在盐水中经过不同次数冻融循环后再对钢筋加速锈蚀,然后进行梁式粘结破坏试验,研究冻融循环与钢筋腐蚀共同作用下对钢筋与混凝土粘结-滑移等性能的影响。结果表明,冻融与锈蚀共同作用使钢筋与混凝土的粘结强度降低,粘结性能劣化。本文在试验研究的基础上给出冻融锈蚀后钢筋与混凝土的粘结强度和粘结退化模型,可为盐冻环境下的耐久性设计提供参考。; The de-icing salt induced surface scaling of concrete and the salt solution could cause serious corrosion of reinforcement in reinforced concrete structures.As a result,the cracking along the reinforcement appears on the surface of concrete and the bond properties between concrete and reinforcement deteriorate.The bond experiments of reinforced concrete beams specimens which are subjected to freezing-thawing cycles and accelerating corrosion of reinforcing steel bar are carried out.The effects of freezing-thawing cycles and the characteristics of corrosion on the bond are studied.The results show that the bond properties of concrete and steel bar deteriorate under the corrosion of steel bar and freezing-thawing cycles of concrete.Based on the experimental results,the bond strength and deterioration model subjected to freezing-thawing cycles and reinforcement corrosion are put forward.The results may provide the reference for the durability design of concrete structures in the deicing-frosting environment.; 国家自然科学基金重点基金(90510018); 国家“863”高科技研究发展计划资助项目(2007AA04Z437) |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/60199]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 何世钦,贡金鑫,金峰,等. 锈蚀与冻融循环下钢筋与混凝土粘结退化性能[J],2010, 2010. |
| APA | 何世钦.,贡金鑫.,金峰.,孙晓燕.,HE Shiqin.,...&SUN Xiaoyan.(2010).锈蚀与冻融循环下钢筋与混凝土粘结退化性能.. |
| MLA | 何世钦,et al."锈蚀与冻融循环下钢筋与混凝土粘结退化性能".(2010). |
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