Journal ArticleDOI
Finite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995)
TLDR
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 given.Abstract:
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 range of applications of FEMs in this area is wide and cannot be presented in a single paper; therefore aims to give the reader an encyclopaedic view on the subject. The bibliography at the end of the paper contains 2,025 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 1992‐1995.read more
Citations
More filters
Journal ArticleDOI
Advances in piezoelectric finite element modeling of adaptive structural elements: a survey
TL;DR: In this paper, the advances and trends in the formulations and applications of the finite element modeling of adaptive structural elements are surveyed and discussed in a first attempt to survey and discuss the advances.
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.
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 Article
Closure of "Finite Element-Based Flutter Analysis of Cable-Suspended Bridges"
TL;DR: In this article, an approach to computational flutter analysis is presented, which permits the determination of the critical wind velocity that initiates damping and stiffness-driven flutter of cables, and the analysis of the flutter is carried out by a single node.
References
More filters
Journal ArticleDOI
Theories and computational models for composite laminates
J. N. Reddy,D. H. Robbins +1 more
Journal ArticleDOI
Modelling of thick composites using a layerwise laminate theory
D. H. Robbins,J. N. Reddy +1 more
TL;DR: In this paper, a layerwise, two-dimensional, displacement-based, finite element model of laminated composite plates is proposed to compute interlaminar stresses and other localized effects with the same level of accuracy as conventional 3D finite element models.
Journal ArticleDOI
Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems☆
TL;DR: Improved three-dimensional tri-linear elements for finite deformation problems are developed based on an assumed enhanced strain methodology which, in the linear regime, incorporates the classical method of incompatible modes as a particular case.
Journal ArticleDOI
Three-dimensional extension of non-linear shell formulation based on the enhanced assumed strain concept
TL;DR: In this article, a 7-parameter theory with a linear varying thickness stretch as an extra variable allowing also large strain effects is presented, and the authors introduce a complete 3-D constitutive law without modification.
Journal ArticleDOI
EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements
U. Andelfinger,Ekkehard Ramm +1 more
TL;DR: The equivalence of certain EAS-elements with Hellinger-Reissner (HR) elements is discussed in this article, where four-node membrane, plate and shell elements and eight-node solid elements are introduced.