Results 1 to 10 of about 1,739 (239)
International Journal for Numerical Methods in Engineering, 2006 In the last decade, one-point quadrature shell elements attracted many academic and industrial researchers because of their computational performance, especially if applied for explicit finite element simulations. Nowadays, one-point quadrature finite element technology is not only applied for explicit codes, but also for implicit finite element ...
Cardoso, Rui. P. R. +2 more
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Development of shear locking-free shell elements using an enhanced assumed strain formulation [PDF]
International Journal for Numerical Methods in Engineering, 2002 The degenerated approach for shell elements of Ahmad and co-workers is revisited in this paper. To avoid transverse shear locking effects in four-node bilinear elements, an alternative formulation based on the enhanced assumed strain (EAS) method of Simo
J Cesar De Sá +2 more
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A Posteriori Detection of Numerical Locking in hpq-Adaptive Finite Element Analysis
Applied Sciences, 2020 The proposed detection algorithms are assigned for the hpq-adaptive finite element analysis of the solid mechanics problems affected by the locking phenomena.
Łukasz Miazio, Grzegorz Zboiński
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Shock and Vibration, 2020 In this paper, a gradient stable node-based smoothed discrete shear gap method (GS-DSG) using 3-node triangular elements is presented for Reissner–Mindlin plates in elastic-static, free vibration, and buckling analyses fields.
Yadong Xu, Guangsong Chen, Jinsong Tang
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On elimination of shear locking in the element‐free Galerkin method
International Journal for Numerical Methods in Engineering, 2001 In this study, a method for completely eliminating the presence of transverse shear locking in the application of the element-free Galerkin method (EFGM) to shear-deformable beams and plates is presented.
Ph Bouillard
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Shear locking in one-dimensional finite element methods
European Journal of Mechanics, A/Solids, 2020 The accuracy of the results obtained with Finite Element Methods depends on the basis functions employed to approximate the displacement fields. If the beam is very thin, there can be shear locking and the numerical approximation leads to erroneous ...
J A Baier-Saip +2 more
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Effect of lag screw on stability of first metatarsophalangeal joint arthrodesis with medial plate [PDF]
PeerJBackground First metatarsophalangeal joint (MTP-1) arthrodesis is a commonly performed procedure in the treatment of disorders of the great toe. Since the incidence of revision after MTP-1 joint arthrodesis is not insignificant, a medial approach with a ...
Karol Daszkiewicz +4 more
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Computer Methods in Applied Mechanics and Engineering, 2017 Two novel hierarchic finite element formulations for geometrically nonlinear shell analysis including the effects of transverse shear are presented. Both methods combine a fully nonlinear Kirchhoff–Love shell model with hierarchically added linearized ...
Bastian Oesterle +2 more
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Fracture and Structural Integrity, 2022 In this paper, a C0 simple and efficient isoparametric eight-node element displacement-model based on higher order shear deformation theory is proposed for the bending behavior study of multilayer composites sandwich plates.
Khmissi Belkaid +5 more
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An 8-Node Solid-Shell Finite Element based on Assumed Bending Strains and Cell-Based Smoothed Membrane Strains for Static Analysis of Plates and Shells [PDF]
Journal of Applied and Computational Mechanics, 2020 In this paper, a new 8-node solid-shell finite element is proposed. The transverse shear strains and transverse normal strains of the element are separately interpolated and related to the C0-displacement approximation at tying points to overcome the ...
Thanh Chau-Dinh, Nhat Le-Tran
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