Numerical Simulation Algorithm for the Forming Process of Tensile Cable-Strut Structure

Article Preview

Abstract:

Numerical simulation of forming process is an issue that finds the solution of a series of unstable equilibrium states of cable-strut tensile structures with specific unstressed length. This is a long well unsolved theoretic question, which mostly lies in the couple of mechanism and elastic deformation. On the basis of the unstressed length, the theoretic parabolic curve element was adopted to simulate the cable with elastic tension and deformation. The vector of unbalance nodal force was subsequently formulated with the explicit branch-node matrix of topology in force-density method. And the dynamical relaxation method was used to solve the nonlinear equation to avoid the singular stiffness of equation. Numerical examples indicated that the proposed algorithm could calculate the unstable equilibrium state and simulate the forming process with the unstressed length of the active cables changing, and has some theoretical significance.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1375-1384

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Pellegrino: Journal of solids and structures. 26 (1989) 1329-1350.

Google Scholar

[2] S. Pellegrino: Journal of solids and structures. 22 (1986) 409-428.

Google Scholar

[3] R. B. Fuller, Tensile-integrity Structures, U.S. Patent, 3063521 (1962).

Google Scholar

[4] Xingfei Yuan and Shilin Dong: Journal of Building Structures. 22 (2001) 75-79. (In Chinese)

Google Scholar

[5] Qilin Zhang, Yaozhi Luo and H. Z. Yang: Chinese Journal of Computational Mechanics. 21 (2004) 470-474. (In Chinese)

Google Scholar

[6] Ruojun Qian, Bo Su and Zhibin Lin: Engineering Mechanics. 25 (2008) 70-76. (In Chinese)

Google Scholar

[7] Hua Deng and Qunfeng Jiang: China Civil Engineering Journal. 38 (2005) 1-7. (In Chinese)

Google Scholar

[8] Tao Ren, Structural Analysis and Construction Simulation Research for the Radial-Ring Single-Layer Cable-Net Stadium Roof , D. Shanghai Jiao Tong University. 2008. (In Chinese)

Google Scholar

[9] Ruojun Qian, Lianping Yang, Tension structure analysis, design and construction, Southeast, Nanjing, 2003. (In Chinese)

Google Scholar

[10] Shizhao Shen, Chongbao Xu, Chen Zhao. Cable structure design, China Building Industry, Beijing, 2002. (In Chinese)

Google Scholar