Journal ArticleDOI
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum: A bibliography (1999–2002)
TLDR
In this article, a bibliographical review of the finite element methods applied for the linear and nonlinear, static and dynamic analyses of basic structural elements from the theoretical as well as practical points of view is presented.Abstract:
This paper gives a bibliographical review of the finite element methods (FEMs) applied for the linear and nonlinear, static and dynamic analyses of basic structural elements from the theoretical as well as practical points of view. The bibliography at the end of the paper contains more than 1330 references to papers, conference proceedings and theses/dissertations dealing with the analysis of beams, columns, rods, bars, cables, discs, blades, shafts, membranes, plates and shells that were published in 1999–2002.read more
Citations
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Journal ArticleDOI
An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates
TL;DR: An edge-based smoothed finite element method (ES-FEM) for static, free vibration and buckling analyses of Reissner-Mindlin plates using 3-node triangular elements is studied in this paper.
Journal ArticleDOI
A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner-Mindlin plates
Hung Nguyen-Xuan,Hung Nguyen-Xuan,Timon Rabczuk,Nhon Nguyen-Thanh,Trung Nguyen-Thoi,Trung Nguyen-Thoi,Stéphane Bordas +6 more
TL;DR: In this paper, a node-based smoothed finite element method (NS-FEM) using 3-node triangular elements is formulated for static, free vibration and buckling analyses of Reissner-Mindlin plates.
A local point interpolation method (LPIM) for static and dynamic analysis of thin beams
YuanTong Gu,Gui-Rong Liu +1 more
TL;DR: In this article, a new LPIM formulation is proposed to deal with 4th order boundary-value and initial-value problems for static and dynamic analysis (stability, free vibration and forced vibration) of beams.
Journal ArticleDOI
A cell-based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner–Mindlin plates
Trung Nguyen-Thoi,Trung Nguyen-Thoi,P. Phung-Van,Hung Nguyen-Xuan,Hung Nguyen-Xuan,C. Thai-Hoang +5 more
TL;DR: In this article, the cell-based smoothed discrete shear gap method (CS-DSG3) was proposed for static and free vibration analyses of Reissner-Mindlin plates.
Journal ArticleDOI
Refined Structural Model for Thin- and Thick-Walled Composite Rotor Blades
TL;DR: In this paper, a refined structural model based on a mixed force and displacement method is proposed for the analysis of composite rotor blades with elastic couplings, which allows the modeling of either open-section or closed-section blades of arbitrary section shape, stacking sequence and end restraint effects.
References
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Journal ArticleDOI
Subdivision surfaces: a new paradigm for thin-shell finite-element analysis
TL;DR: In this paper, the authors developed a new paradigm for thin-shell finite-element analysis based on the use of subdivision surfaces for describing the geometry of the shell in its undeformed configuration, and generating smooth interpolated displacement fields possessing bounded energy within the strict framework of the Kirchhoff-love theory of thin shells.
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Developments, ideas, and evaluations based upon Reissner’s Mixed Variational Theorem in the modeling of multilayered plates and shells
TL;DR: The use of the Reissner Mixed Variational Theorem (RMVT) for multilayered plate and shell analysis has been extensively studied in the literature as mentioned in this paper, with a thorough review of the literature involving the use in the modeling of multi-layered plates and shells using RMVT is presented.
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Three Dimensional Absolute Nodal Coordinate Formulation for Beam Elements: Theory
Ahmed A. Shabana,R. Y. Yakoub +1 more
TL;DR: In this article, an absolute nodal coordinate formulation is presented for the large rotation and deformation analysis of three dimensional beam elements, taking into account the effect of rotary inertia, torsion and shear, and ensuring continuity of the slopes as well as the rotation of the beam cross section at the nodal points.
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A unified approach for shear-locking-free triangular and rectangular shell finite elements
TL;DR: In this article, a new concept for the construction of locking-free finite elements for bending of shear deformable plates and shells, called DSG (Discrete Shear Gap) method, is presented.
Journal ArticleDOI
Refined explicit integration of elastoplastic models with automatic error control
TL;DR: In this article, an explicit algorithm for integrating complex elastoplastic constitutive models, such as those belonging to the Cam clay family, is described and the steps required to implement the integration schemes are described in detail and results are presented for a rigid footing resting on a layer of Tresca, Mohr-Coulomb, modified Cam clay and generalised Cam clay soil.