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【摘 要】
：
我国现役钢筋混凝土结构常因各种不利因素出现劣损致使结构承载性能下降。因此,亟需寻求一种高效经济的补强加固方法。嵌入式加固技术（Near Surface Mounted,NSM）是一种新兴的结构补强手段,结合延性加固材料铝合金,相关专家学者提出了铝合金嵌入式补强钢筋混凝土结构方法。为研究嵌入式加固混凝土梁的抗弯性能,本文开展了7根嵌入式补强钢筋混凝土梁的静力试验研究,建立了基于界面力学模型的嵌入式加
【机 构】
：
长安大学
【出 处】
：
长安大学
【发表日期】
：
2021年01期
【基金项目】
：
国家自然科学基金项目（51868073）；
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