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梁端设柔性垫梁的砌体局压计算方法研究
引用本文:王凤来,唐岱新. 梁端设柔性垫梁的砌体局压计算方法研究[J]. 哈尔滨建筑大学学报, 2000, 33(5): 36-39
作者姓名:王凤来  唐岱新
作者单位:WANG Feng-lai(School of Civil Engineering & Architecture, Harbin Univ. of Civil Eng. & Arch., Harbin 150090, China) TANG Dai-xin(School of Civil Engineering & Architecture, Harbin Univ. of Civil Eng. & Arch., Harbin 150090, China)
摘    要:通过有限元分析程序,考虑两种墙厚、五种上部墙体正应力对局压承载力的影响,分别按柔性垫上梁宽范围内直接均布作用、进深梁上均布作用两种荷载类型进行空间有限元分析,得出了在不同荷载作用下,柔性垫梁下砌体局压应力的分布规律,比较了两种荷载下砌体内局压峰值应力的关系,建立了梁端设柔性垫梁的砌体局压承载力计算公式。同时,通过对比计算,比较了相同避压条件下,采用不同结构构造对局压承载力计算值的影响。

关 键 词:砌体 局部受压 柔性垫梁 有限元分析 计算公式
文章编号:1006-6780(2000)05-0036-04
修稿时间:1999-12-10

Studies on bearing capacity calculating method of local compression for masonry of flexible pad-stone
WANG Feng-lai,TANG Dai-xin. Studies on bearing capacity calculating method of local compression for masonry of flexible pad-stone[J]. Journal of Harbin University of Civil Engineering and Architecture, 2000, 33(5): 36-39
Authors:WANG Feng-lai  TANG Dai-xin
Abstract:By means of finite element analysis program, the local compression stress of masonry structure on flexible pad-stone was analyzed, in which two thick walls, five kinds of direct stress and two local load cases had been taken into account. The distributed law of local compression stress at two local load cases was given and compared with each other. A bearing capacity calculating method of local compression for masonry structure on flexible pad-stone was built. Meanwhile, comparative analysis of the bearing capacity of local compression for masonry structure that has different structure construction was given.
Keywords:
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