STRESS FIELD OF BASEMENT EXTERIOR PILASTER WALL CONSIDERING EFFECT OF TEMPERATURE AND SHRINKAGE

Wang Meihua

doi:10.13204/j.gyjz201311019

Volume 43 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(11): 84-88

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Wang Meihua. STRESS FIELD OF BASEMENT EXTERIOR PILASTER WALL CONSIDERING EFFECT OF TEMPERATURE AND SHRINKAGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 84-88. doi: 10.13204/j.gyjz201311019

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Wang Meihua. STRESS FIELD OF BASEMENT EXTERIOR PILASTER WALL CONSIDERING EFFECT OF TEMPERATURE AND SHRINKAGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 84-88. doi: 10.13204/j.gyjz201311019

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STRESS FIELD OF BASEMENT EXTERIOR PILASTER WALL CONSIDERING EFFECT OF TEMPERATURE AND SHRINKAGE

doi: 10.13204/j.gyjz201311019

Wang Meihua

1.
Shanghai Construction Group Co. Ltd,Shanghai 200080,China

Received Date: 2012-12-20
Publish Date: 2013-11-20

Abstract

Abstract

Considering effects of temperature and shrinkage,the stress field analysis of the basement exterior pilaster wall with and without buttress columns and wall with post-castiag strips was done by the finite element method( ABAQUS). The results showed that the stress induced by temperature and shrinkage actions in a concrete pilaster wall were closely related to the distance between buttress columns instead of the length of section walls. The megabuttress columns that played part of the role of post-casting strips,had a positive impact on the crack control resulted from temperature and shrinkage actions. It was concluded that the results of stress field analysis could not only be successfully applied to engineering examples shown in this paper,but also provide a reference for other projects.
- pilaster wall,
- length of each section wall,
- thermal action,
- shrinkage action,
- stress field

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References(10)

References

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

高德方. 建筑工程地下室外墙混凝土结构裂缝控制技术研究[D]. 上海:上海交通大学, 2007.

[3] 朱伯芳. 大体积混凝土温度应力与温度控制[M].北京:中国电力出版社, 1999.

[4] 陈萌. 混凝土结构收缩裂缝的机理分析与控制[D]. 武汉:武汉理工大学, 2006.

[5] 盛慧雄. 高性能混凝土连续刚构桥的早期收缩问题探讨[J].港工技术, 2008(1):30-33.

[6] 陈萌. 常用混凝土收缩公式的比较研究[J]. 邮电设计技术,2004(6):53-56.

[7] 姬慧. 基于温度及收缩的大面积混凝土结构裂缝控制研究[J]. 太原理工大学学报, 2009(5):42-46.

[8] 顾炜, 熊学玉, 黄鼎业. 超长预应力混凝土结构的收缩徐变敏感性分析[J].建筑材料学报, 2008(5):535-540.

[9] TG D622004 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].

[10] GB 500102010 混凝土结构设计规范[S].

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