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SHEAR LOCKING IN A PLANE ELASTICITY PROBLEM AND THE ENHANCED ASSUMED STRAIN METHODBRAESS, Dietrich; PINGBING MING; SHI, Zhong-Ci et al.SIAM journal on numerical analysis. 2010, Vol 47, Num 6, pp 4473-4491, issn 0036-1429, 19 p.Article

A simple hybrid stress element for shear deformable platesDE MIRANDA, Stefano; UBERTINI, Francesco.International journal for numerical methods in engineering. 2006, Vol 65, Num 6, pp 808-833, issn 0029-5981, 26 p.Article

An alternative alpha finite element method with discrete shear gap technique for analysis of laminated composite platesTHAI-HOANG, C; NGUYEN-THANH, N; NGUYEN-XUAN, H et al.Applied mathematics and computation. 2011, Vol 217, Num 17, pp 7324-7348, issn 0096-3003, 25 p.Article

A cell-based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner―Mindlin platesNGUYEN-THOI, T; PHUNG-VAN, P; NGUYEN-XUAN, H et al.International journal for numerical methods in engineering. 2012, Vol 91, Num 7, pp 705-741, issn 0029-5981, 37 p.Article

Efficient 3D-finite element formulation for thin mechanical and piezoelectric structuresBRAESS, Dietrich; KALTENBACHER, Manfred.International journal for numerical methods in engineering. 2008, Vol 73, Num 2, pp 147-161, issn 0029-5981, 15 p.Article

A smeared-embedded mesh-corrected damage model for tensile crackingCERVERA, M.International journal for numerical methods in engineering. 2008, Vol 76, Num 12, pp 1930-1954, issn 0029-5981, 25 p.Article

A stabilized smoothed finite element method for free vibration analysis of Mindlin-Reissner platesNGUYEN-XUAN, H; NGUYEN-THOI, T.Communications in numerical methods in engineering. 2009, Vol 25, Num 8, pp 882-906, issn 1069-8299, 25 p.Article

Displacement-based finite elements with nodal integration for Reissner-Mindlin platesCASTELLAZZI, G; KRYSL, P.International journal for numerical methods in engineering. 2009, Vol 80, Num 2, pp 135-162, issn 0029-5981, 28 p.Article

A large deformation solid-shell concept based on reduced integration with hourglass stabilizationREESE, Stefanie.International journal for numerical methods in engineering. 2007, Vol 69, Num 8, pp 1671-1716, issn 0029-5981, 46 p.Article

A practical large-strain solid finite element for sheet formingJUE WANG; WAGONER, R. H.International journal for numerical methods in engineering. 2005, Vol 63, Num 4, pp 473-501, issn 0029-5981, 29 p.Article

A novel one-dimensional two-node shear-flexible layered composite beam elementXIAOSHAN LIN; ZHANG, Y. X.Finite elements in analysis and design. 2011, Vol 47, Num 7, pp 676-682, issn 0168-874X, 7 p.Article

Bending analysis of composite folded plates by finite element methodHALDAR, S; SHEIKH, A. H.Finite elements in analysis and design. 2011, Vol 47, Num 4, pp 477-485, issn 0168-874X, 9 p.Article

A locking-free meshless local Petrov-Galerkin formulation for thick and thin platesLI, Q; SORIC, J; JARAK, T et al.Journal of computational physics (Print). 2005, Vol 208, Num 1, pp 116-133, issn 0021-9991, 18 p.Article

A new approach to reduce membrane and transverse shear locking for one-point quadrature shell elements : linear formulationCARDOSO, Rui P. R; JEONG WHAN YOON; FONTES VALENTE, Robertt A et al.International journal for numerical methods in engineering. 2006, Vol 66, Num 2, pp 214-249, issn 0029-5981, 36 p.Article

MITC technique extended to variable kinematic multilayered plate elementsCARRERA, E; CINEFRA, M; NALI, P et al.Composite structures. 2010, Vol 92, Num 8, pp 1888-1895, issn 0263-8223, 8 p.Article

Free-vibration analysis of shells via a linearly conforming radial point interpolation method (LC-RPIM)ZHAO, X; LIU, G. R; DAI, K. Y et al.Finite elements in analysis and design. 2009, Vol 45, Num 12, pp 917-924, issn 0168-874X, 8 p.Article

Analysis of plates and laminates using the element-free Galerkin methodBELINHA, J; DINIS, L. M. J. S.Computers & structures. 2006, Vol 84, Num 22-23, pp 1547-1559, issn 0045-7949, 13 p.Article

On the effects of using curved elements in the approximation of the Reissner-Mindlin plate by the p version of the finite element methodKURTZ, Jason; XENOPHONTOS, Christos.Applied numerical mathematics. 2003, Vol 46, Num 2, pp 231-246, issn 0168-9274, 16 p.Article

Refined discrete quadrilateral degenerated shell element by using Timoshenko's beam functionCHEN WANJ; CHEUNG, Y. K.International journal for numerical methods in engineering. 2005, Vol 63, Num 8, pp 1203-1227, issn 0029-5981, 25 p.Article

Enhanced one-point quadrature shell element for nonlinear applicationsCARDOSO, Rui P. R; JEONG WHAN YOON; VALENTE, Robertt A. F et al.International journal for numerical methods in engineering. 2007, Vol 69, Num 3, pp 627-663, issn 0029-5981, 37 p.Article

An alternative alpha finite element method with discrete shear gap technique for analysis of isotropic Mindlin―Reissner platesNGUYEN-THANH, N; RABCZUK, Timon; NGUYEN-XUAN, H et al.Finite elements in analysis and design. 2011, Vol 47, Num 5, pp 519-535, issn 0168-874X, 17 p.Article

Intra-ply shear locking in finite element analyses of woven fabric forming processesXIAOBO YU; CARTWRIGHT, Bruce; MCGUCKIN, Damian et al.Composites. Part A, Applied science and manufacturing. 2006, Vol 37, Num 5, pp 790-803, issn 1359-835X, 14 p.Article

Modeling of inelastic behavior of curved members with a mixed formulation beam elementSARITAS, Afsin.Finite elements in analysis and design. 2009, Vol 45, Num 5, pp 357-368, issn 0168-874X, 12 p.Article

Analysis of plates and laminates using the natural neighbour radial point interpolation methodDINIS, L. M. J. S; NATAL JORGE, R. M; BELINHA, J et al.Engineering analysis with boundary elements. 2008, Vol 32, Num 3, pp 267-279, issn 0955-7997, 13 p.Article

A shear locking-free spatial beam element with general thin-walled closed cross-sectionWANG XIAOFENG; YANG QINGSHAN; LAW, Siu-Seong et al.Engineering structures. 2014, Vol 58, pp 12-24, issn 0141-0296, 13 p.Article

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