Equilibrium Equation Derivation of Structures Formed by Stages Based on Plane Shell Element

XU Leiping; QIN Shunquan; MA Runping

doi:10.3969/j.issn.0258-2724.2013.05.012

Volume 26 Issue 5

Oct. 2013

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Journal of Southwest Jiaotong University > 2013 > 26(5): 857-862.

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XU Leiping, QIN Shunquan, MA Runping. Equilibrium Equation Derivation of Structures Formed by Stages Based on Plane Shell Element[J]. Journal of Southwest Jiaotong University, 2013, 26(5): 857-862. doi: 10.3969/j.issn.0258-2724.2013.05.012

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Equilibrium Equation Derivation of Structures Formed by Stages Based on Plane Shell Element

doi: 10.3969/j.issn.0258-2724.2013.05.012

XU Leiping^1,2,
QIN Shunquan^{1,3
,
,},
MA Runping²

Received Date: 07 Dec 2012
Publish Date: 25 Oct 2013

Abstract

Abstract

In order to research the influence factor of the final state of structures formed by stages based on plane shell element, the structural equilibrium equation including the unstressed state amounts was established. The relationship between unstressed state amounts at any point within the isoparametric plane shell element and at Gaussian integral points was founded. The total potential energy of structure was calculated from the zero state when the isoparametric plane shell element is unstressed. From the principle of minimum potential energy, the structural equilibrium equation including unstressed state amounts was derived to make clear the relationship between the final state and unstressed state amounts of plane shell element. The analysis results show that when a structure system, external loads and boundary conditions are given, the final state of a structure formed by stages is definite if the unstressed state amounts of plane shell element are certain.
- structure formed by stages,
- final state,
- equilibrium equation,
- plane shell element,
- unstressed state amounts

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References(13)

References

秦顺全. 分阶段施工桥梁的无应力状态法控制法[J]. 桥梁建设,2008(1): 8-14. QIN Shunquan. Unstressed state control method for bridges constructed in stages[J]. Bridge Construction, 2008(1): 8-14.

李乔,卜一之,张清华. 大跨度斜拉桥施工全过程几何控制概论与应用[M]. 成都:西南交通大学出版社,2009: 1-14.

辛克贵,冯仲. 大跨度斜拉桥的施工非线性倒拆分析[J]. 工程力学,2004,21(5): 31-35. XIN Kegui, FENG Zhong. Nonlinear static reverse analysis of long-span cable-stayed bridges during con-struction[J]. Engineering Mechanics, 2004, 21(5): 31-35.

WANG Paohsii, TANG Tzuyang, ZHENG Hounong. Analysis of cable-stayed bridges during construction by cantilever methods[J]. Computers & Structures, 2004, 82: 329-346.

秦顺全,林国雄. 斜拉桥安装计算:倒拆法与无应力状态控制法评述[C]//1992年全国桥梁结构学术大会论文集. 上海:同济大学出版社,1992: 569-573.

秦顺全. 桥梁施工控制:无应力状态法理论与实践[M]. 北京:人民交通出版社,2007: 32-71.

秦顺全. 斜拉桥安装无应力状态控制法[J]. 桥梁建设,2003(2): 31-34. QIN Shunquan. Control method of stress-free status for erection of cable-stayed bridges[J]. Bridge Construc-tion, 2003(2): 31-34.

秦顺全,谢红兵,刘孝军. 武汉长江二桥斜拉桥安装计算及监控管理[J]. 桥梁建设,1995(3): 41-43. QIN Shunquan, XIE Hongbing, LIU Xiaojun. Erection calculation and monitoring regulation for cable-stayed spans of the second Changjiang River bridge in Wuhan[J]. Bridge Construction, 1995(3): 41-43.

秦顺全. 无应力状态控制法斜拉桥安装计算的应用[J]. 桥梁建设,2008(2): 13-16. QIN Shunquan. Application of unstressed state control method to calculation for erection of cable-stayed bridge[J]. Bridge Construction, 2008(2): 13-16.

秦顺全. 斜拉桥施工中多工序并行作业技术[J]. 桥梁建设,2008(3): 8-11. QIN Shunquan. Techniques for parallel operation of multiple working procedures in construction of cable-stayed bridge[J]. Bridge Construction, 2008(3): 8-11.

朱伯芳. 有限单元法原理与应用[M]. 2版. 北京:中国水利水电出版社,1998: 192-227.

王勖成. 有限单元法基本原理和数值方法[M]. 2版. 北京:清华大学出版社,1997: 329-364.

姚松,田红旗. DKQ弯曲单元的构造及应用[J]. 交通运输工程学报,2006,6(1): 16-19. YAO Song, TIAN Hongqi. Construction and application of DKQ bending element[J]. Journal of Traffic and Transportation Engineering, 2006, 6(1): 16-19.

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Equilibrium Equation Derivation of Structures Formed by Stages Based on Plane Shell Element

doi: 10.3969/j.issn.0258-2724.2013.05.012

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Equilibrium Equation Derivation of Structures Formed by Stages Based on Plane Shell Element

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