Results 1 to 10 of about 7,443 (251)
Study of the Discrete Shear Gap Technique in Timoshenko Beam Elements [PDF]
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
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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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Locking-free Kriging-based Timoshenko Beam Elements using an Improved Implementation of the Discrete Shear Gap Technique [PDF]
Kriging-based finite element method (K-FEM) is an enhancement of the conventional finite element method using a Kriging interpolation as the trial solution in place of a polynomial function.
Wong Foek Tjong +2 more
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A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) for dynamic response of laminated composite plate subjected to blast loading [PDF]
The paper investigates the dynamic response of laminated composite plate under the effect of blast loading. The cell-based smoothed discrete shear gap method (CS-FEM-DSG3) based on the first-order shear deformation theory (FSDT) and the equivalent layer
Dang Trung Hau +2 more
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A 4-node quadrilateral element with center-point based discrete shear gap (CP-DSG4)
This work aims at presenting a novel four-node quadrilateral element, which is enhanced by integrating with discrete shear gap (DSG), for analysis of Reissner-Mindlin plates. In contrast to previous studies that are mainly based on three-node triangular
Minh Nguyen +3 more
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Materials and computational methods are essential to support the development of infrastructure. Composite material has been used in many applications; in the laminated composite, failure due to excessive interlaminar stresses between two materials ...
Imam Jauhari Maknun, Salfa Zarfatina
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Hybrid gradient smoothing technique with discrete shear gap method for shell structures
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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A General Finite Beam on Tensionless Foundation Model for Rail Track Characterization and Evaluation [PDF]
Rail infrastructure plays an important role in freight and passenger mobility, and the assessment of rail track structure depends critically on understanding how the rail interacts with the supporting foundation.
Hamoud H. Alshallaqi, Brett A. Story
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zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Chien H Thai, Loc V Tran, T Nguyen-Thoi
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zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Dean Hu
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