| 小砌块FRP复合墙体受剪承载力研究 |
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| 引用本文： | 孙绪杰,潘景龙.小砌块FRP复合墙体受剪承载力研究[J].低温建筑技术,2006(1):103-105. |
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| 作者姓名： | 孙绪杰 潘景龙 |
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| 作者单位： | 哈尔滨工业大学土木工程学院,黑龙江,哈尔滨,150090 |
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| 摘 要： | 根据六个混凝土小型空心砌块FRP复合墙体试件的伪静力试验结果,对这种复合墙体的破坏机理进行了系统的分析。参照配筋砌体的研究成果,提出了这种复合墙体的受剪承载力计算公式。经与试验结果比较验证,可以很好地预测墙体的受剪承载力,供设计参考。
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| 关 键 词： | 砌体结构 GFRP 受剪承载力 |
| 文章编号： | 1001-6864（2006）01-0103-02 |
| 收稿时间： | 2005-11-02 |
| 修稿时间： | 2005年11月2日 |
RESEARCH ON SHEAR CAPACITY OF COMPOSITE FRP CONCRETE SMALL HOLLOW |
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| SUN Xu-jie,PAN Jing-long.RESEARCH ON SHEAR CAPACITY OF COMPOSITE FRP CONCRETE SMALL HOLLOW[J].Low Temperature Architecture Technology,2006(1):103-105. |
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| Authors: | SUN Xu-jie PAN Jing-long |
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| Affiliation: | School of Civil Engineering, Harbin Insitute of Technology, Harbin 150090, China |
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| Abstract: | In this paper,the damage mechanism of composite FRP concrete small hollow block wall was studied systematically by the pseudo-static test results of six specimens.A design method was presented in the paper according to research production of reinforced concrete masonry shear wall.Verified by the experimental results,it can calculate the composite wall,shearing capacity properly,and can be used as a reference in engineering. |
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| Keywords: | GFRP |
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