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Dias, J., Gamito, M. N. & Rebordão, J. M. (2000). A discretized linear elastic model for cloth buckling and drape. Textile Research Journal. 70 (4), 285-297
J. M. Dias et al., "A discretized linear elastic model for cloth buckling and drape", in Textile Research Journal, vol. 70, no. 4, pp. 285-297, 2000
@article{dias2000_1732211231607, author = "Dias, J. and Gamito, M. N. and Rebordão, J. M.", title = "A discretized linear elastic model for cloth buckling and drape", journal = "Textile Research Journal", year = "2000", volume = "70", number = "4", doi = "10.1177/004051750007000402", pages = "285-297", url = "http://www.scopus.com/inward/record.url?eid=2-s2.0-0034122775&partnerID=MN8TOARS" }
TY - JOUR TI - A discretized linear elastic model for cloth buckling and drape T2 - Textile Research Journal VL - 70 IS - 4 AU - Dias, J. AU - Gamito, M. N. AU - Rebordão, J. M. PY - 2000 SP - 285-297 SN - 0040-5175 DO - 10.1177/004051750007000402 UR - http://www.scopus.com/inward/record.url?eid=2-s2.0-0034122775&partnerID=MN8TOARS AB - We present a computational model for plain woven fabrics. The model is able to represent known elastic behavior in deformation such as planar extension, shearing and out-of-plane bending, drape, and buckling. Buckling behavior is present both in shear and compression. The cloth is assumed to be an orthotropic linear elastic continuum, discretized by a mesh of triangles. Each triangle links three particles and is able to measure the stress and strain of the underlying medium. For the planar deformation, we assume the hypothesis of the plate under plane stress from the classical theory of elasticity. For the out-of-plane deformation, we allow linear elasticity and nonlinear displacement in bending, by modeling curvature interactions along the edges of neighboring triangles. To formulate the dynamic equilibrium of the mechanical system, we use Newton's second law. Nonlinear elastic material behavior is made possible by piecewise linear approximation of measured data. Visual results of cloth under various deformation conditions are presented—in tensile, draping, and buckling situations. ER -