STUDY OF FORMING PROCESS OF THE ISFL BASED ON MOMENT CHARACTERISTIC

Wang Cheng; Zhang Yigang

doi:10.13204/j.gyjz201001025

Volume 40 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(1): 102-106

YANG Bai, XIAO Shiguo, MA Jianlin, LIU Baochen, SU Chunhui. FIELD TEST STUDY ON UPLIFT BEARING CHARACTERISTICS OF CONCRETE BELLED PILES IN SANDSTONE STRATA[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 132-138,147. doi: 10.13204/j.gyjzG20040902

Citation:

Wang Cheng, Zhang Yigang. STUDY OF FORMING PROCESS OF THE ISFL BASED ON MOMENT CHARACTERISTIC[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 102-106. doi: 10.13204/j.gyjz201001025

Citation:

Wang Cheng, Zhang Yigang. STUDY OF FORMING PROCESS OF THE ISFL BASED ON MOMENT CHARACTERISTIC[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 102-106. doi: 10.13204/j.gyjz201001025

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STUDY OF FORMING PROCESS OF THE ISFL BASED ON MOMENT CHARACTERISTIC

doi: 10.13204/j.gyjz201001025

Wang Cheng^1,2,
Zhang Yigang²

1.
1. National Center for Quality Supervision and Test of Building Engineering,China Academy of Building Research,Beijing 100013,China;
2.
2. Space Structures Research Center,Beijing University of Technology,Beijing 100124,China

Received Date: 1999-11-30
Publish Date: 2010-01-20

Abstract

Abstract

In order to study the mechanical performance of internal stretch forming lattice structure (ISFL) being influenced by forming method,two methods one is tensioning group by group and the other is tensioning simultaneously step by step,were put forward.Based on the effect on structural moment of upper chord by tensioning method,the mechanical characteristic about structural moment distribution and comparison were fully analyzed by using ANSYS finite element program.The study shows that method tensioning group by group is a feasible program from the point of moment affected by tensioning method.On the forming process of ISFL,the moment is mainly distributed on the middle span,and well-proportioned along structural span.Additionally,it is important to reasonably select structural configuration of the middle of a ISFL.
- latticed structure,
- tensioning group by group and step by step,
- internal-prestress,
- moment

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References(8)

References

ClarkeM J,Hancock G J. Testand Nonlinear Analyses of Small Scale Stressed-Arch Frames[J]. Journal of Structural Engineering,1995,121(2):187-200.

[2] 张毅刚,王成,谭争光,等.一种新型的空间结构形式体内张拉成形空间网格结构[C]//第7届全国现代结构工程学术研讨会论文集.杭州:2007.

[3] 张毅刚,王成.辐射型体内张拉成形空间网格结构:中国,200620113271.9[P].2007-05.

[4] 张毅刚,王成.张拉成形网格结构成形过程径向位移分析[J].空间结构,2009(3):3-7.

[5] 王成,张毅刚.体内张拉成形空间网格结构的形态分析几何位移迭代法[J].北京工业大学学报,2009,35(3):316-322.

[6] 王成,张毅刚.体内张拉成形空间网格结构垂跨比和矢跨比影响分析及试验研究[J].建筑结构学报,2009,30(4):47-54.

[7] 龚曙光,谢桂兰. ANSYS操作命令与参数化编程[M].北京:机械工业出版社,2005.

[8] 朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,2000:30-38.

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