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工程力学  2015 

钢筋锈蚀后与再生混凝土间粘结-滑移本构关系研究

DOI: 10.6052/j.issn.1000-4750.2014.03.0242, PP. 114-122

Keywords: 再生混凝土,钢筋锈蚀,粘结-滑移,位置函数,本构关系

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Abstract:

为研究钢筋锈蚀后与再生混凝土间粘结-滑移本构关系,主要考虑了不同钢筋锈蚀率、不同再生粗骨料取代率、不同再生混凝土强度等因素的影响,采用加速通电锈蚀以及钢筋开槽内贴片方法,完成23组钢筋再生混凝土试件粘结-滑移性能拉拔试验,获得了再生混凝土与不同锈蚀程度螺纹钢筋间的荷载-滑移曲线以及不同锚固位置处钢筋应变。通过实测结果及理论分析,计算得到不同锈蚀率下钢筋再生混凝土间粘结应力及滑移值沿锚固长度分布规律,分析了钢筋锈蚀前后与再生混凝土间粘结应力传递及粘结锚固位置函数差异的受力机理,提出了不同锈蚀率下反映实际粘结分布规律的粘结锚固位置函数模型,最后建立钢筋锈蚀后与再生混凝土间考虑粘结-滑移位置函数的粘结-滑移本构关系,为锈蚀后钢筋再生混凝土有限元分析提供参考依据。

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