Finite element formulations for large strain, large displacement problems are formulated using a kinematic description based on the corotational components of the velocity strain. The corotational components are defined in terms of a system that rotates with each element and approximates the rotation of the material. To account for rotations of the material relative to this element system, extra terms are introduced in the velocity strain equations. Although this formulation is incremental, in explicitly integrated transient problems it compares very well with formulations that are not
This paper deals with the numerical simulation of the dynamic response of frame structures undergoin...
Co-rotational finite element (FE) formulations can be seen as a very efficient approach to resolving...
This paper presents theory for the Lagrange co-rotational (CR) formulation of finite el-ements in th...
Classical structural theories able to deal with beams undergoing large displacements and rotations, ...
The present paper develops a non-linear beam element for analysis of elastoplastic frames under larg...
Abstract. Linearizations of the Saint Venant-Kirchoff model for elastic bodies are often considered ...
The classical formulation of large displacement visco-elasticity requires the geometrically nonlinea...
This article presents a unified theoretical framework for the corotational (CR) formulation of finit...
The purpose of this thesis is to propose several corotational beam formulations for both 2D and 3D n...
Due to their slenderness and inherent flexibility, the dynamic behavior of cables is strongly affect...
Abstract. A corotational formulation is developed for the extension of infinitesimal stiffness and m...
The geometrically nonlinear formulation of three-dimensional (3D) curved beam elements with large ro...
The present work focuses on the 2-D formulation of a nonlinear beam model for slender structures tha...
A corotational finite element formulation for two-dimensional beam elements with geometrically nonli...
This paper presents a new procedure for the nonlinear analysis of space frames. The procedure is bas...
This paper deals with the numerical simulation of the dynamic response of frame structures undergoin...
Co-rotational finite element (FE) formulations can be seen as a very efficient approach to resolving...
This paper presents theory for the Lagrange co-rotational (CR) formulation of finite el-ements in th...
Classical structural theories able to deal with beams undergoing large displacements and rotations, ...
The present paper develops a non-linear beam element for analysis of elastoplastic frames under larg...
Abstract. Linearizations of the Saint Venant-Kirchoff model for elastic bodies are often considered ...
The classical formulation of large displacement visco-elasticity requires the geometrically nonlinea...
This article presents a unified theoretical framework for the corotational (CR) formulation of finit...
The purpose of this thesis is to propose several corotational beam formulations for both 2D and 3D n...
Due to their slenderness and inherent flexibility, the dynamic behavior of cables is strongly affect...
Abstract. A corotational formulation is developed for the extension of infinitesimal stiffness and m...
The geometrically nonlinear formulation of three-dimensional (3D) curved beam elements with large ro...
The present work focuses on the 2-D formulation of a nonlinear beam model for slender structures tha...
A corotational finite element formulation for two-dimensional beam elements with geometrically nonli...
This paper presents a new procedure for the nonlinear analysis of space frames. The procedure is bas...
This paper deals with the numerical simulation of the dynamic response of frame structures undergoin...
Co-rotational finite element (FE) formulations can be seen as a very efficient approach to resolving...
This paper presents theory for the Lagrange co-rotational (CR) formulation of finite el-ements in th...