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Analysis of Wrinkling Behavior of Anisotropic Membrane

K. Woo1, H. Igawa2, C.H. Jenkins3

Structural Systems & CAE Department, Chungbuk National University, Cheongju, Chungbuk, 361-763, Korea
Institute of Space Technology and Aeronautics, Japan Aerospace Exploration Agency, Chofu-city, Tokyo, 181-8522, Japan
Mechanical Engineering Department, South Dakota School of Mines & Technology, Rapid City, SD 57701, U.S.A

Computer Modeling in Engineering & Sciences 2004, 6(4), 397-408. https://doi.org/10.3970/cmes.2004.006.397

Abstract

This paper presents the development and evaluation of a wrinkling analysis procedure for anisotropic membranes. The procedure is based on a penalty-parameter modified material model and a non-linear root finding to simulate the uni-axial stress state. The procedure was implemented in the ABAQUS finite element code as a user subroutine, and then applied to annular and square membranes. The wrinkle problems were also solved by shell element post-buckling analysis and the results were compared. The effect of anisotropy and unsymmetric loading on the wrinkling behavior was investigated.

Keywords

Membrane, wrinkle, anisotropic, penalty-parameter.

Cite This Article

APA Style
Woo, K., Igawa, H., Jenkins, C. (2004). Analysis of Wrinkling Behavior of Anisotropic Membrane. Computer Modeling in Engineering & Sciences, 6(4), 397–408. https://doi.org/10.3970/cmes.2004.006.397
Vancouver Style
Woo K, Igawa H, Jenkins C. Analysis of Wrinkling Behavior of Anisotropic Membrane. Comput Model Eng Sci. 2004;6(4):397–408. https://doi.org/10.3970/cmes.2004.006.397
IEEE Style
K. Woo, H. Igawa, and C. Jenkins, “Analysis of Wrinkling Behavior of Anisotropic Membrane,” Comput. Model. Eng. Sci., vol. 6, no. 4, pp. 397–408, 2004. https://doi.org/10.3970/cmes.2004.006.397



cc Copyright © 2004 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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