An 8-node quadrilateral plane element US-QUAD8 is developed for linear isotropic hardening material in the framework of updated Lagrangian unsymmetric finite formulation where (Formula presented.) matrix is constructed by classical shape function, and (Formula presented.) matrix by the higher-order Lagrangian basis function in global coordinate system. The present element eliminates the influence of Jacobian in the elemental stiffness matrix and guarantees the quadratic completeness of displacement field even under severe distorted mesh. Two typical problems meshed with angular/curved-edge/mid-side distorted elements demonstrate excellent performance of distortion resistance of the present element and good computational efficiency in severe...
In this paper, two new quadrilateral elements are formulated to solve plane problems. Low sensitivit...
It is well known that the high-order elements have significantly improved the accuracy of solutions ...
Generalized conforming Mesh distortion a b s t r a c t This work presents two 4-node, 12-DOF quadril...
The performance of the classical isoparametric finite elements generally deteriorates when the finit...
Vita.The objective of this research is to present a symmetric stiffness matrix for incompressible hy...
A recent unsymmetric 4-node, 8-DOF plane element US-ATFQ4, which exhibits excellent precision and di...
Among all 3D 8-node hexahedral solid elements in current finite element library, the ‘best’ one can ...
Although the finite element method is a mature field of research and its success in computational me...
The unsymmetric finite element method employs compatible test functions but incompatible trial funct...
A locking‐free unsymmetric 8‐node solid‐shell element with high distortion tolerance is proposed for...
The predictive capability of conventional iso-parametric finite-elements deteriorates with mesh dist...
This paper describes a new triangular plane element which can be considered as a linear strain trian...
A new quadrilateral thin plate bending element with 12 degrees of freedom, called element ACGCQ, has...
The paper presents a locking-free four-node element for laminated composite and sandwich plates base...
The classical 8-node iso-parametric element uses parametric shape functions for its formulation. Thi...
In this paper, two new quadrilateral elements are formulated to solve plane problems. Low sensitivit...
It is well known that the high-order elements have significantly improved the accuracy of solutions ...
Generalized conforming Mesh distortion a b s t r a c t This work presents two 4-node, 12-DOF quadril...
The performance of the classical isoparametric finite elements generally deteriorates when the finit...
Vita.The objective of this research is to present a symmetric stiffness matrix for incompressible hy...
A recent unsymmetric 4-node, 8-DOF plane element US-ATFQ4, which exhibits excellent precision and di...
Among all 3D 8-node hexahedral solid elements in current finite element library, the ‘best’ one can ...
Although the finite element method is a mature field of research and its success in computational me...
The unsymmetric finite element method employs compatible test functions but incompatible trial funct...
A locking‐free unsymmetric 8‐node solid‐shell element with high distortion tolerance is proposed for...
The predictive capability of conventional iso-parametric finite-elements deteriorates with mesh dist...
This paper describes a new triangular plane element which can be considered as a linear strain trian...
A new quadrilateral thin plate bending element with 12 degrees of freedom, called element ACGCQ, has...
The paper presents a locking-free four-node element for laminated composite and sandwich plates base...
The classical 8-node iso-parametric element uses parametric shape functions for its formulation. Thi...
In this paper, two new quadrilateral elements are formulated to solve plane problems. Low sensitivit...
It is well known that the high-order elements have significantly improved the accuracy of solutions ...
Generalized conforming Mesh distortion a b s t r a c t This work presents two 4-node, 12-DOF quadril...