Abstract. The method of enhanced assumed strains (EAS) is a popular tool for avoiding locking phenomena, e.g., a remedy for shear locking in plane elasticity. We consider bending-dominated problems on thin bodies which can be treated as beams and prove that the degree of approximation of the EAS method is at least as good as that of a beam model. The hypercircle method is combined with arguments of nonconforming methods. Key words. 2D-elasticity, enhanced strain method, shear locking, nonconforming element AMS subject classifications. 65N30 1. Introduction. I
The conventional design of steel beams considers that any deformation of a member due to applied loa...
A large class of problems in elasticity needs a description by several strain fields. One or more of...
A reduced enhanced solid-shell (RESS) finite element concept has been suggested recently by Alves de...
Abstract. The method of enhanced assumed strains (EAS) is a popular tool for avoiding locking phenom...
Efficiency of standard displacement finite elements is often severely limited due to lock-ing phenom...
A clearer insight into the 'shear locking' phenomenon, which appears in the development of C0 contin...
Stabilized finite element methods have been developed mainly in the context of Computational Fluid D...
In this study, a method for completely eliminating the presence of transverse shear locking in the a...
Aim of this study is to derive a modified enhanced assumed strain (EAS) element, free of artificial ...
This paper presents the recently developed SSH3D Solid-Shell element implemented in the home-made LA...
The Enhanced Strain Technique is considered in the context of incompressible elas-ticity problems. A...
The enhanced strain technique is considered in the context of incompressible elasticity problems. A ...
A large class of problems in elasticity needs a description by several strain fields. One or more of...
Following an idea by Büchter et al. (1994), the normal strain in the thickness direction of shells ...
This contribution deals with the feedforward control of continuous mechanical systems. After introdu...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
A large class of problems in elasticity needs a description by several strain fields. One or more of...
A reduced enhanced solid-shell (RESS) finite element concept has been suggested recently by Alves de...
Abstract. The method of enhanced assumed strains (EAS) is a popular tool for avoiding locking phenom...
Efficiency of standard displacement finite elements is often severely limited due to lock-ing phenom...
A clearer insight into the 'shear locking' phenomenon, which appears in the development of C0 contin...
Stabilized finite element methods have been developed mainly in the context of Computational Fluid D...
In this study, a method for completely eliminating the presence of transverse shear locking in the a...
Aim of this study is to derive a modified enhanced assumed strain (EAS) element, free of artificial ...
This paper presents the recently developed SSH3D Solid-Shell element implemented in the home-made LA...
The Enhanced Strain Technique is considered in the context of incompressible elas-ticity problems. A...
The enhanced strain technique is considered in the context of incompressible elasticity problems. A ...
A large class of problems in elasticity needs a description by several strain fields. One or more of...
Following an idea by Büchter et al. (1994), the normal strain in the thickness direction of shells ...
This contribution deals with the feedforward control of continuous mechanical systems. After introdu...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
A large class of problems in elasticity needs a description by several strain fields. One or more of...
A reduced enhanced solid-shell (RESS) finite element concept has been suggested recently by Alves de...