高应变率下锈蚀钢筋力学性能试验研究
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国家高科技研究发展计划(863计划)项目(2012AA050903);国家自然科学基金资助项目(51078268)


Experimental Study on Mechanical Properties of Corroded SteelBars under High Strain Rates
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    摘要:

    通过外加电流加速锈蚀获取锈蚀钢筋,采用三维激光扫描技术测量钢筋截面锈蚀率,并对锈蚀钢筋在应变率为2×10-4~50.00s-1时的力学性能进行试验研究.结果表明:随着平均截面锈蚀率的增大,钢筋屈服平台缩短直至消失,试件破坏均发生在最小截面,钢筋屈服荷载和极限荷载相对值呈线性降低,极限应变按指数关系衰减,弹性模量基本保持不变,但锈蚀钢筋基于最小截面的强度并没有降低.锈蚀钢筋仍存在应变率效应,随着应变率的增大,锈蚀钢筋屈服荷载和极限荷载均增大,但应变率对锈蚀后钢筋弹性模量和极限应变的退化影响不大.锈蚀越严重,应变率效应越不明显.

    Abstract:

    Corroded steel bars were obtained by accelerated corrosion with the applied electrical current,and the corrosion degree was determined by using three dimensional laser scanning technique. Mechanical properties of corroded steel bars were investigated by using the static and the high strain rate test system with strain rates ranging from 2×10-4s-1to 50.00s-1. The results show that all the corroded steel bars fail at the minimum cross section, and the yield plateau of steel bars shortens or even disappears with increasing corrosion degree. The relative yield load or ultimate load decreases linearly with increasing average corrosion degree, while the yield strength and the ultimate strength based on the minimum cross sectional area do not decrease. The relative ultimate strain obeys approximately the law of exponent degradation with increasing corrosion degree. It is also found that the mechanical properties of corroded steel bars are strain rate dependent. Both the yield and ultimate load increase as the strain rate increases, and the strain rate effect decreases with increasing corrosion degree, while the strain rate effects on elastic modulus and the ultimate strain are not significant.

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陈辉,张伟平,顾祥林.高应变率下锈蚀钢筋力学性能试验研究[J].建筑材料学报,2013,(5):869-875

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  • 收稿日期:2012-11-12
  • 最后修改日期:2013-02-27
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  • 在线发布日期: 2013-10-30
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