摘要
通过试验研究了混凝土多孔砖砌体的弯曲抗拉强度。试验和分析研究表明:混凝土多孔砖砌体的弯曲抗拉强度试验平均值要低于粘土实心砖砌体的弯曲抗拉强度平均值,但要高于混凝土空心砌块砌体。还提出了混凝土多孔砖砌体的弯曲抗拉强度计算公式并通过对试验结果的线性回归分析确定了公式中的系数。
The flexural tensile strength of perforated concrete brick masonry is studied by experiment. It is shown that the average values of flexural tensile strength of perforated concrete brick masonry is smaller than that of solid clay brick masonry, but greater than that of concrete building block masonry. And then, the formula of flexural tensile strength of perforated concrete brick masonry is introduced on the basis of test results, also the coefficient in the formula is determined by linear regression of the experimental results.
出处
《建筑结构》
CSCD
北大核心
2006年第11期71-72,67,共3页
Building Structure
关键词
混凝土多孔砖
弯曲抗拉强度
试验研究
perforated concrete brick
flexural tensile strength
experimental research