1999
DOI: 10.1007/s003710050164
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A constrained finite element method for modeling cloth deformation

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Cited by 27 publications
(18 citation statements)
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“…Most existing methods for this kind of simulations are physically based (cf., [26], [27], [28], [29], [30], [31], and [32]), which usually require extremely long computing time and in most cases are not capable of maintaining developability on the cloth since the cloth is always assumed to be elastic (extensible). In their recent impressive work [33], Goldenthal et al improved it by forbidding the extensibility in two mutually orthogonal directions, warp and weft, on the cloth; nevertheless, the developability is neither explicitly addressed nor analyzed in [33].…”
Section: Resultsmentioning
confidence: 99%
“…Most existing methods for this kind of simulations are physically based (cf., [26], [27], [28], [29], [30], [31], and [32]), which usually require extremely long computing time and in most cases are not capable of maintaining developability on the cloth since the cloth is always assumed to be elastic (extensible). In their recent impressive work [33], Goldenthal et al improved it by forbidding the extensibility in two mutually orthogonal directions, warp and weft, on the cloth; nevertheless, the developability is neither explicitly addressed nor analyzed in [33].…”
Section: Resultsmentioning
confidence: 99%
“…From mechanical science 27 we know, for a triangle with the width b and the height h on a bottom edge, the inertia moment of the triangle around the same bottom edge can be expressed as (1/12)bh 3 . The shape shown in Figure 6(b) can be regarded as the area formed by the difference between two triangles which have a common bottom edge along the coordinate axis x 1 .…”
Section: A Simplified Bending Model With Dynamic Stiffness Methodsmentioning
confidence: 99%
“…The Computer Graphics community has devoted large efforts to cloth modelling and simulation, since a couple of decades ago. Fabric has been modelled mainly with continuum models, implemented with finite difference [15] and finite elements methods [16][17][18][19], and with discrete models like particle systems [20,21] and mass-spring models [12,[22][23][24]. In the latter, immediate neighbors are connected with "structural springs", diagonal neighbors with "shear springs" and also cross-springs connecting non-immediate neighbors are necessary for modelling the flexural resistance of cloth.…”
Section: Deformable Planar Modelsmentioning
confidence: 99%