多孔砖砌体结构单轴力学性能试验研究
Experimental study on uniaxial mechanical properties of perforated brick masonry
为了获得砌体结构平面各种应力状态下的强度破坏曲线,以多孔砖砌体单轴力学性能试验为研究对象,借鉴现行标准中试验方法,分别进行了多孔砖砌体通缝抗压强度试验、顺缝抗压强度试验、通缝抗拉强度试验和顺缝抗拉强度试验。试验结果符合砌体结构基本力学特性,试验数据可用于确定平面应力强度包络线坐标轴控制点,抗拉强度试验方法可在各类砌体结构单轴抗拉强度测试试验中加以推广应用。
In order to obtain the plane stress strength curve of masonry structure, based on the experimental research of mechanical properties of perforated brick masonry and method in current specification, several kinds of tests were carried out, which including horizontal compressive tests, vertical compressive tests, straight-line tensile tests and saw-tooth tensile tests. The results conform to the basic mechanical properties of masonry structure, and the test data can be used to determine the key points on the axis of the plane stress curve. Besides, the tensile strength tests in the paper can be applied in all kinds of masonry structure.
张义九、信任、姚继涛
材料科学工程基础科学
砌体结构力学性能试验破坏准则抗压强度抗拉强度
masonry structuremechanical properties testsfailure criterioncompressive strengthtensile strength
张义九,信任,姚继涛.多孔砖砌体结构单轴力学性能试验研究[EB/OL].(2014-03-24)[2025-08-04].http://www.paper.edu.cn/releasepaper/content/201403-685.点此复制
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