An evaluation formula of the mean of shearing strength was presented for the concrete common brick masonry. 提出混凝土普通砖砌体抗剪强度平均值的计算公式。
After the length of the gap increasing to a certain value the load bearing ability and actual shear strength intends to decrease. 研究中还发现间隙所处的位置对接头的抗剪强度有较大的影响,胶层端部预留间隙使接头的承载能力和实际强度均显著下降。