FINITE ELEMENT ANALYSIS OF ROOF CRACKS IN MASONRY BUILDING WITH THE INFLUENCE OF DIFFERENT VERTICAL COMPRESSION

Chen Dachuan; Tang Lifei; Zhang Chengqiang

doi:10.13204/j.gyjz201010014

Volume 40 Issue 10

Dec. 2014

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Chen Dachuan, Tang Lifei, Zhang Chengqiang. FINITE ELEMENT ANALYSIS OF ROOF CRACKS IN MASONRY BUILDING WITH THE INFLUENCE OF DIFFERENT VERTICAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 61-64. doi: 10.13204/j.gyjz201010014

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Chen Dachuan, Tang Lifei, Zhang Chengqiang. FINITE ELEMENT ANALYSIS OF ROOF CRACKS IN MASONRY BUILDING WITH THE INFLUENCE OF DIFFERENT VERTICAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 61-64. doi: 10.13204/j.gyjz201010014

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FINITE ELEMENT ANALYSIS OF ROOF CRACKS IN MASONRY BUILDING WITH THE INFLUENCE OF DIFFERENT VERTICAL COMPRESSION

doi: 10.13204/j.gyjz201010014

1.
College of Civil Engineering,Hunan University,Changsha 410082,China

Received Date: 2009-12-11
Publish Date: 2010-10-20

Abstract

Abstract

Inclined cracks on the top of masonry walls are always the important issue troubling designers and constructors.Previous studies hold that the cause of the cracks is temperature variation and differential settlement of foundation and so on.From the angle of different vertical compression,this paper presents a numerical analysis of masonry wall bearing different vertical load by finite element method.The fracture distribution and morphological characteristics of cracks have good agreement with theoretical analysis and test results.The simulated results show that the theory of different vertical compression is correct and the feasibility of FEM method is validated.Masonry with construction measures has been compared with that without construction measures in order to investigate effective method to this type of cracks.
- different vertical compression,
- masonry,
- crack,
- finite element analysis

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References(6)

References

[2] 陈大川,尚守平.竖向荷载差作用下多层砌体房屋顶层裂缝的理论和试验研究[J].建筑结构学报,2006,27(4):116-120.

苑振芳,刘斌.关于砌体结构裂缝控制措施的建议[J].建筑结构,2000,30(8):11-14,27.

[3] 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997:103-104.

[4] 朱伯龙.砌体结构设计原理[M].上海: 同济大学出版社,1998:16-17.

[5] 张云杰.混凝土砌块砌体轴压应力应变关系试验研究[D].哈尔滨:哈尔滨工业大学,2002.

[6] 金伟良,潘金龙,徐铨彪,等.不同构造措施的混凝土小型空心砌块单片墙的力学性能分析[J].建筑结构,2003,33 (7):70 －72,69.

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