| 模型砖砌体力学性能的试验研究 |
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| 引用本文： | 庄一舟,黄承逵.模型砖砌体力学性能的试验研究[J].建筑结构,1997(2). |
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| 作者姓名： | 庄一舟 黄承逵 |
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| 作者单位： | 大连理工大学土木系 116023
(庄一舟)，大连理工大学土木系 116023(黄承逵) |
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| 摘 要： | 对砌体结构模型试验所常用的1/2比例砖砌体进行了抗剪和抗压试验.测得了抗剪、抗压强度和轴压下砖柱的弹性模量、泊桑系数和应力-应变全曲线的变化规律,并对它们进行了回归分析.所有情况下都与原型砖砌体进行了对比试验.结果表明:模型砖砌体与原型砖砌体并不能保持原来的相似性.用此来分析1/2模型砖砌体结构可得到较好的结果.
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| 关 键 词： | 模型砖砌体 抗剪 抗压 应力-应变曲线 |
Experimental Study on Mechanical Properties of Model Masonry |
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| Zhuang Yizhou Huang Chengkui.Experimental Study on Mechanical Properties of Model Masonry[J].Building Structure,1997(2). |
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| Authors: | Zhuang Yizhou Huang Chengkui |
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| Affiliation: | Zhuang Yizhou Huang Chengkui |
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| Abstract: | By some shear and compressive tests on 1/2 model masonry specimens, the shear strength, compressive strength, elastic modulus and whole strain-stress curve are measured and regressed. They are also compared with the prototype masonry. It is shown that model masonry doesn't completely have a resemble to the prototype one. Those results are used to analyse certain 1/2 scale model masonry structures and get a good agreement with the measured. |
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| Keywords: | model masonry shear compression strain-stress curve |
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