We propose a novel approach to the implicit dynamics of shear-deformable geometrically exact beams, based on the isogeometric collocation method combined with the Newmark time integration scheme extended to the rotation group SO(3). The proposed formulation is fully consistent with the underlying geometric structure of the configuration manifold. The method is highly efficient, stable, and does not suffer from any singularity problem due to the (material) incremental rotation vector employed to describe the evolution of finite rotations. Consistent linearization of the governing equations, variables initialization and update procedures are the most critical issues which are discussed in detail in the paper. Numerical applications involving ...
Finite deformations of planar slender beams for which shear strain can be neglected are described by...
We present a novel isogeometric collocation method for nonlinear dynamic analysis of three-dimension...
We present a fully isogeometric modeling and simulation method for geometrically exact, nonlinear 3D...
We initiate the study of three-dimensional shear-deformable geometrically exact beam dynamics throug...
We present a displacement-based and a mixed isogeometric collocation (IGA-C) formulation for free-fo...
We present different innovative formulations for shear deformable beams and plates exploiting the hi...
We present numerical formulations of Timoshenko beams with only one unknown, the bending displacemen...
The present paper presents a robust multi-patch formulation based on the isogeometric collocation (I...
A geometrically nonlinear, shear-deformable 3D beam formulation with inelastic material behavior and...
In this work we study isogeometric collocation methods for the Timoshenko beam problem, considering ...
We present a novel method for the mechanical simulation of slender, elastic, spatial rods and rod st...
We extend the development of collocation methods within the framework of Isogeometric Analysis (IGA)...
peer reviewedBased on a formulation on the special Euclidean group SE(3), a geometrically exact thin...
Finite deformations of planar slender beams for which shear strain can be neglected are described by...
We present a novel isogeometric collocation method for nonlinear dynamic analysis of three-dimension...
We present a fully isogeometric modeling and simulation method for geometrically exact, nonlinear 3D...
We initiate the study of three-dimensional shear-deformable geometrically exact beam dynamics throug...
We present a displacement-based and a mixed isogeometric collocation (IGA-C) formulation for free-fo...
We present different innovative formulations for shear deformable beams and plates exploiting the hi...
We present numerical formulations of Timoshenko beams with only one unknown, the bending displacemen...
The present paper presents a robust multi-patch formulation based on the isogeometric collocation (I...
A geometrically nonlinear, shear-deformable 3D beam formulation with inelastic material behavior and...
In this work we study isogeometric collocation methods for the Timoshenko beam problem, considering ...
We present a novel method for the mechanical simulation of slender, elastic, spatial rods and rod st...
We extend the development of collocation methods within the framework of Isogeometric Analysis (IGA)...
peer reviewedBased on a formulation on the special Euclidean group SE(3), a geometrically exact thin...
Finite deformations of planar slender beams for which shear strain can be neglected are described by...
We present a novel isogeometric collocation method for nonlinear dynamic analysis of three-dimension...
We present a fully isogeometric modeling and simulation method for geometrically exact, nonlinear 3D...