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自密实混凝土与钢筋粘结锚固性能研究进展

The Research Progress of the Bond Behavior between Self-Compacting Concrete and Steel Bars
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摘要 自密实混凝土(SCC)由于具有良好的工作性能,在国内外工程中被广泛应用。目前国内对自密实混凝土与钢筋的粘结锚固性能研究工作并不多见。文章在参考国外研究进展的基础上,从试验方法、破坏形态、粘结机理研究以及粘结强度公式几个方面对自密实混凝土粘结锚固性能研究工作进行了阐述。 Considering the good working performance,self-compacting concrete(SSC) is extensively applied in construction at home and abroad.Till now there has been few discussions on the bond behavior between self-compacting concrete and steel bars.On the basis of investigation on the research progress abroad,the paper introduces the research status of bond behavior between self-compacting concrete and steel bars in aspects such as experimental methods,failure mode,bond mechanism and calculation of bond strength.
作者 杜文森
出处 《江苏建筑》 2011年第1期66-68,共3页 Jiangsu Construction
关键词 自密实混凝土 粘结 研究进展 self-compacting concrete bond research progress
  • 相关文献

参考文献17

  • 1王国杰,郑建岚.自密实混凝土与钢筋的粘结锚固性能试验研究[J].福州大学学报(自然科学版),2004,32(3):334-338. 被引量:12
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二级参考文献2

  • 1郑建岚.现代混凝土结构技术[M].北京:人民交通出版社,2000..
  • 2高向玲 李杰.高性能混凝土与钢筋的粘结性能[A].中国土木工程学会高强与高性能混凝土委员会.高强与高性能混凝土及其应用[C].长沙,2001.523-531.

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