Abstract In this paper we seek refined yet efficient computational models of large overall motion in statics and dynamics. The efficiency is achieved by the proposed model of 8-node brick element with rotational degrees of freedom which allows to separate large displacements and large rotations. The independent rotation field leads to an intrinsic representation of the rotation tensor, ensuring a smooth interaction between 3D solids and beam elements. The element is based on a sound variational formulation and the incompatible mode method which allows to construct enhanced strain representation. Several numerical examples are presented to show an excellent performance of this element in the whole range of large overall motion in the statics...
The present work focuses on the 2-D formulation of a nonlinear beam model for slender structures tha...
Abstract: This paper presents a simple finite element method, based on simple mechanics and physical...
Abstract—Rotations in three-dimensional Euclidean space can be represented by the use of quaternions...
We present a novel consistent singularity-free strain-based finite element formulation for the analy...
Structures and materials subject to extreme loads often exhibit large deformations and large rotatio...
The geometrically nonlinear formulation of three-dimensional (3D) curved beam elements with large ro...
AbstractThe paper presents a formulation of the geometrically exact three-dimensional beam theory wh...
Numerical simulation of large-scale problems in structural dynamics, such as structures subject to e...
A survey of variational principles, which form the basis for computational methods in both continuum...
This paper deals with the numerical simulation of the dynamic response of frame structures undergoin...
The lack of compatibility between degrees of freedom of various elements is a problem frequently enc...
While frame-invariant solutions for arbitrarily large rotational deformations have been reported thr...
The lack of compatibility betweendegrees of freedom of various elements isa problem frequently encou...
In Cosserat solids such as shear deformable beams and shells, the displacement and rotation fields a...
A novel mixed four-node tetrahedral finite element, equipped with nodal rotational degrees of freedo...
The present work focuses on the 2-D formulation of a nonlinear beam model for slender structures tha...
Abstract: This paper presents a simple finite element method, based on simple mechanics and physical...
Abstract—Rotations in three-dimensional Euclidean space can be represented by the use of quaternions...
We present a novel consistent singularity-free strain-based finite element formulation for the analy...
Structures and materials subject to extreme loads often exhibit large deformations and large rotatio...
The geometrically nonlinear formulation of three-dimensional (3D) curved beam elements with large ro...
AbstractThe paper presents a formulation of the geometrically exact three-dimensional beam theory wh...
Numerical simulation of large-scale problems in structural dynamics, such as structures subject to e...
A survey of variational principles, which form the basis for computational methods in both continuum...
This paper deals with the numerical simulation of the dynamic response of frame structures undergoin...
The lack of compatibility between degrees of freedom of various elements is a problem frequently enc...
While frame-invariant solutions for arbitrarily large rotational deformations have been reported thr...
The lack of compatibility betweendegrees of freedom of various elements isa problem frequently encou...
In Cosserat solids such as shear deformable beams and shells, the displacement and rotation fields a...
A novel mixed four-node tetrahedral finite element, equipped with nodal rotational degrees of freedo...
The present work focuses on the 2-D formulation of a nonlinear beam model for slender structures tha...
Abstract: This paper presents a simple finite element method, based on simple mechanics and physical...
Abstract—Rotations in three-dimensional Euclidean space can be represented by the use of quaternions...