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多孔砖砌体抗剪强度研究
引用本文:陶秋旺,施楚贤. 多孔砖砌体抗剪强度研究[J]. 山西建筑, 2005, 31(10): 17-18
作者姓名:陶秋旺  施楚贤
作者单位:[1]湖南大学土木工程学院2002级在读硕士研究生,湖南长沙410082 [2]湖南大学土木工程学院教授、博导,湖南长沙410082
摘    要:阐述了多孔砖砌体抗剪强度的计算方法。根据最小耗能原理和刚塑性极限分析理论,得到了考虑砂浆销键作用的多孔砖砌体抗剪强度计算公式,该式与试验结果吻合较好,在理论模式上较规范公式有所改进。

关 键 词:多孔砖,砌体,最小耗能原理,抗剪强度,刚塑性
文章编号:1009-6825(2005)10-0017-02
修稿时间:2005-01-29

Research on anti-split strength of multi-hole brick body
TAO Qiu-wang,SHI Chu-xian. Research on anti-split strength of multi-hole brick body[J]. Shanxi Architecture, 2005, 31(10): 17-18
Authors:TAO Qiu-wang  SHI Chu-xian
Abstract:In this paper, the calculating method of perfor at ed brick masonry shear strength have been researched. According to the least ene rgy consumption principle and rigid-plastic ultimate analysing theory, the form ula of perforated brick masonry shear strength considering motar pin-key action was established, the formula results is in good agreement with the exper imental results, theory mode is better than the standard formula.
Keywords:perforated brick   masonry   least energy consump tion principle   shear strength   rigid-plastic
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