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本文对玄武岩纤维增强混凝土(BTRC)加固砌体柱在轴压下的结构变形和受力机理进行了研究.本试验以加固层玄武岩纤维网层数和砌体柱倒角半径为主要变量,一共8组共16个试件.试验结果表明BTRC作为一种新的水泥基复合材料明显提高了矩形砌体柱的抗压承载力.
玄武岩纤维TRC加固砌体柱的抗压性能试验研究
【摘 要】
：
本文对玄武岩纤维增强混凝土(BTRC)加固砌体柱在轴压下的结构变形和受力机理进行了研究.本试验以加固层玄武岩纤维网层数和砌体柱倒角半径为主要变量,一共8组共16个试件.试验结果表明BTRC作为一种新的水泥基复合材料明显提高了矩形砌体柱的抗压承载力.
【机 构】
：
浙江大学,浙江,杭州310058 浙江科技学院,浙江,杭州310023
【出 处】
：
第26全国结构工程学术会议
【发表日期】
：
2017年1期
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