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The study on method for calculating the compressive strength of multi-hole concrete hollow block masonry

机译:多孔混凝土空心砌块砌体抗压强度计算方法的研究

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摘要

Code for Design Structures gives the formula for calculating the average axial compressive strength of various types of masonry. In this formula, the parameters of the formula is related to the type of block materials. The formula sets the same standard for parameters of various concrete blocks. But it doesn't put forward the special calculation parameters for the Multi-hole concrete hollow block. In fact, the compressive strength of Multi-hole concrete hollow block is different from that of concrete block. Based on the Hisldorf Failure Theory, this paper establishes a theoretical formula for the compressive strength of multi-hole of concrete hollow block from the perspective of the theory of plane stress problems. The results of the formula given in this paper are in accordance with the results of the compressive strength test and improves the model of the code in theory.
机译:设计结构规范给出了用于计算各种类型砌体的平均轴向抗压强度的公式。在该公式中,公式的参数与块材料的类型有关。该公式为各种混凝土砌块的参数设置了相同的标准。但是没有提出多孔混凝土空心砌块的特殊计算参数。实际上,多孔混凝土空心砌块的抗压强度与混凝土砌块的抗压强度是不同的。本文基于Hisdorf失效理论,从平面应力问题的理论出发,建立了混凝土空心砌块多孔抗压强度的理论公式。本文给出的公式结果与抗压强度试验的结果吻合,从理论上改进了代码模型。

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