Results 11 to 20 of about 6,933 (290)

Is it shear locking or mesh refinement problem?

open access: yesStructural Engineering and Mechanics, 2014
Locking phenomenon is a mesh problem and can be staved off with mesh refinement. If the studier is not preferred going to the solution with increasing mesh size or the computer memory can stack over flow than using higher order plate finite element or ...
Ayvaz, Yusuf, Özdemir, Yaprak Itır
core   +3 more sources

Simple tests as critical indicator of intra-ply shear locking

open access: yesKey Engineering Materials, 2013
Standard finite elements can exhibit the numerical artifact of intra-plyshear locking during forming simulations. The displacement fields of elementsare piecewise continuous and cannot correctly capturediscontinuities in the shear field.
Akkerman, Remko   +3 more
core   +2 more sources

Development of shear locking-free shell elements using an enhanced assumed strain formulation [PDF]

open access: yesInternational 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
exaly   +2 more sources

Biomechanical evaluation of a novel hockey-stick locking plate featuring a pes anserinus-sparing design: a finite element analysis [PDF]

open access: yesFrontiers in Surgery
BackgroundSurgical fixation for Schatzker IV tibial plateau fractures presents a clinical dilemma: achieving robust stability while avoiding impingement on the pes anserinus tendons.
Xiao Wang   +8 more
doaj   +2 more sources

Solutions to intra-ply shear locking in finite element analyses of fibre reinforced materials [PDF]

open access: yesComposites Part A: Applied Science and Manufacturing, 2008
Intra-ply shear locking results in unrealistic fibre stresses and spurious wrinkling in composite forming simulations. Three remedies were investigated: aligning the mesh, applying reduced integration and using multi-field elements.
R Akkerman
exaly   +2 more sources

Conforming shear-locking-free four-node rectangular finite element of moderately thick plate

open access: yesJournal of the Mechanical Behavior of Materials, 2016
An outline of the modified Mindlin plate theory, which deals with bending deflection as a single variable, is presented. Shear deflection and cross-section rotation angles are functions of bending deflection. A new four-node rectangular finite element of
Senjanović Ivo   +3 more
doaj   +2 more sources

Development of a shear forming envelope for carbon fibre non-crimp fabrics

open access: yesJournal of Industrial Textiles, 2022
Our research aims to develop a shear forming envelope for the preforming of textiles, a critical step in the manufacture of fibre-reinforced composite materials.
Benedikt Lux   +5 more
doaj   +1 more source

Analyzing of thick plates with cutouts using the meshless (EFG) method based on higher order shear deformation theories for solving shear-locking issue [PDF]

open access: yesNumerical Methods in Civil Engineering, 2021
Although the finite element method (FEM) is a well-established method for modelling the thick plates, in some cases FEM encounters some difficulties such as shear locking and decrease in the accuracy of results caused by stress concentration around the ...
Seyed Amin Vakili   +2 more
doaj   +1 more source

Study of the Discrete Shear Gap Technique in Timoshenko Beam Elements

open access: yesCivil Engineering Dimension, 2017
A major difficulty in formulating a finite element for shear-deformable beams, plates, and shells is the shear locking phenomenon. A recently proposed general technique to overcome this difficulty is the discrete shear gap (DSG) technique. In this study,
Foek Tjong Wong, Steven Sugianto
doaj   +3 more sources

Analysis of laminated shells by a sinusoidalshear deformation theory and Radial Basis Functions collocation, accounting for through-the-thickness deformations [PDF]

open access: yes, 2011
In this paper, the static and free vibration analysis of laminated shells is performed by radial basis functions collocation, according to a sinusoidal shear deformation theory (SSDT).
Polit, O.   +17 more
core   +1 more source

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