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工程力学  2014 

预留孔道活性粉末混凝土局压性能与承载力分析

, PP. 119-128

Keywords: 孔道,后张预应力,活性粉末混凝土,局压承载力,锚固区,开裂,脆性

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Abstract:

以端部局压下预留贯通圆形孔道活性粉末混凝土块体模拟后张预应力活性粉末混凝土结构的锚固区,进行了9个轴心局压试验。发现其开裂与破坏有明显的突然性与一定的脆性:初裂为近似贯穿全高的“中宽端细”侧面纵向裂缝,破坏前裂缝充分发展且不断掉块,破坏时试件劈裂,为先裂后坏的破坏模式。对比试验表明,预留孔道对承压板下楔形体的削弱作用显著,致使局压区侧表面开裂延迟,局压承载力降低。基于试验结果,考虑局压面积比、孔道直径与局压边长比等关键参数影响,提出了预留孔道活性粉末混凝土局部受压承载力实用计算方法。

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