Abstract
The fabric buckling model proposed by Grosberg and Swani has been modified by incorporating Huang’s bilinear bending rule. The proposed model is an extension of the present model and also covers the special cases. The numerical results appear realistic and conform to the trend observed by other researchers. The effects of fabric bending parameters on the buckling behavior of woven fabrics were explored by numerical computations. The second part of this paper includes the recovery from large-scale buckling of woven fabric.
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