[1]李升才.复合墙板轴心受压试验研究[J].华侨大学学报(自然科学版),2006,27(4):384-387.[doi:10.3969/j.issn.1000-5013.2006.04.014]
　Li Shengcai.Experimental Investigation on Composite Wall Panels under Axial Compression[J].Journal of Huaqiao University(Natural Science),2006,27(4):384-387.[doi:10.3969/j.issn.1000-5013.2006.04.014]
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复合墙板轴心受压试验研究()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第27卷
期数:
2006年第4期
页码:
384-387
栏目:
出版日期:
2006-10-20

文章信息/Info

Title:
Experimental Investigation on Composite Wall Panels under Axial Compression
文章编号:
1000-5013(2006)04-0384-04
作者:
李升才
华侨大学土木工程学院 福建泉州362021
Author(s):
Li Shengcai
College of Civil Engineering, Huaqiao University, 362021, Quanzhou, China
关键词:
复合墙板;  轴心受压;  试验研究;  承载力;  稳定性
Keywords:
composite wall panels;  axial compression;  experimental investigation;  bearing capacity;  stability
分类号:
TU399
DOI:
10.3969/j.issn.1000-5013.2006.04.014
文献标志码:
A
摘要:
进行4组12片复合墙板轴心受压试验研究,对破坏过程及破坏形态,试件的荷载侧向挠度曲线复合墙板承载力及稳定性等试验结果进行对比分析.分析表明,墙板受力性能良好,通过斜拉筋连接的两侧混凝土能够很好的共同工作,复合墙板具有较高的轴心受压承载能力和可靠的稳定性,不会发生失稳破坏.最后,得出相应的承载力及稳定性计算公式和计算方法,结论可供设计参考.
Abstract:
The axial compression experiments for twelve pieces of composite wall panels in four groups were carried out.Experimental results,such as processes and modes of failure,load-deflection curves,bearing capacity and stability of the composite wall panels etc.,are analyzed comparatively.It′s indicated: the load bearing behavior of the composite wall panels is very good,two pieces of concrete plates connected with the oblique tension steel bar can work in coordination very well,the composite wall panels have quite high axial compression bearing capacity and reliable stability,and instability will not occur.The formulas for calculating bearing capacity and stability are obtained.The conclusions are worthy of design reference.

参考文献/References:

[1] 过镇海, 时旭东. 钢筋混凝土原理 [M]. 北京:清华大学出版社, 1999.157-161.
[2] 中华人民共和国建设部. GB 50010-2002.混凝土结构设计规范 [S]. 北京:中国建筑工业出版社, 2001.48-60.
[3] 中华人民共和国建设部. J 186-2002.高层建筑混凝土结构技术规程 [S]. 北京:中国建筑工业出版社, 2002.149-150.
[4] 李升才, 江见鲸, 于庆荣. 复合剪力墙板抗剪承载力计算方法的探讨 [J]. 建筑结构, 2001(9):27, 32-33.
[5] Li Shengcai, Jiang Jianjing, Yu Qingrong. Shear-resistant behavior analysis on light composite shear wall [J]. Tsinghua Science and Technology, 2002(6):560-566.

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备注/Memo

备注/Memo:
天津市高等学校科技发展基金资助项目(01-20212)
更新日期/Last Update: 2014-03-23