Pages that link to "Item:Q1086027"
From MaRDI portal
The following pages link to A three-dimensional finite-strain rod model. II. Computational aspects (Q1086027):
Displaying 50 items.
- Buoyancy forces and the 2D finite element analysis of flexible offshore pipes and risers (Q4785111) (← links)
- Non-linear dynamic behaviour of flexible marine pipes and risers (Q4785172) (← links)
- On the differentiation of the Rodrigues formula and its significance for the vector‐like parameterization of Reissner–Simo beam theory (Q4795173) (← links)
- On the “Symmetry” of Tangent Operators in Nonlinear Mechanics (Q4847473) (← links)
- A WEAK-WEAK FORMULATION FOR LARGE DISPLACEMENTS BEAM STATICS: A FINITE VOLUMES APPROXIMATION (Q4871654) (← links)
- An approximation technique for design sensitivity analysis of the critical load in nonlinear structures (Q4951613) (← links)
- A Fully Nonlinear Beam Model of Bernoulli–Euler Type (Q5115152) (← links)
- A discrete formulation of Kirchhoff rods in large-motion dynamics (Q5133793) (← links)
- Low-Mach-number and slenderness limit for elastic Cosserat rods and its numerical investigation (Q5151336) (← links)
- Meshless implementation of the geometrically exact Kirchhoff–Love shell theory (Q5246805) (← links)
- Fluid–structure interaction methods in biological flows with special emphasis on heart valve dynamics (Q5305270) (← links)
- STRAIGHTFORWARD COMPUTATION OF SPATIAL EQUILIBRIA OF GEOMETRICALLY EXACT COSSERAT RODS (Q5318378) (← links)
- Finite element formulations for constrained spatial nonlinear beam theories (Q5866583) (← links)
- Geometrically exact sandwich shells: The dynamic case. (Q5930707) (← links)
- A general beam finite element with deformable cross-section. (Q5931196) (← links)
- Dynamic analysis of 3D beams with joints in the presence of large rotations (Q5939401) (← links)
- Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams (Q5949105) (← links)
- Two-scale off-and online approaches to geometrically exact elastoplastic rods (Q6042205) (← links)
- Equivalently analytical solution for the large deformation of slender beams under follower loads: a second-order ANCF approach (Q6048925) (← links)
- Simulation of viscoelastic Cosserat rods based on the geometrically exact dynamics of special Euclidean strands (Q6061736) (← links)
- An equilibrium‐based formulation with nonlinear configuration dependent interpolation for geometrically exact 3D beams (Q6061740) (← links)
- Large deformation of hyperelastic modified Timoshenko-Ehrenfest beams under different types of loads (Q6062467) (← links)
- A cell‐centered finite volume formulation of geometrically exact Simo–Reissner beams with arbitrary initial curvatures (Q6070061) (← links)
- Efficient formulation of a two‐noded geometrically exact curved beam element (Q6071411) (← links)
- A total Lagrangian, objective and intrinsically locking‐free Petrov–Galerkin <i>SE</i>(3) Cosserat rod finite element formulation (Q6082503) (← links)
- A geometrically nonlinear Cosserat shell model for orientable and non-orientable surfaces: discretization with geometric finite elements (Q6084443) (← links)
- Spline-based smooth beam-to-beam contact model (Q6084765) (← links)
- Computational modeling and data‐driven homogenization of knitted membranes (Q6089263) (← links)
- Beam elements with frictional contact in the material point method (Q6089286) (← links)
- Geometrically exact beam theory with embedded strong discontinuities for the modeling of failure in structures. I: Formulation and finite element implementation (Q6094675) (← links)
- Peridynamic modeling of elastic instability and failure in lattice beam structures (Q6096448) (← links)
- Isogeometric analysis for multi-patch structured Kirchhoff-Love shells (Q6097608) (← links)
- A novel collocation beam element based on absolute nodal coordinate formulation (Q6098703) (← links)
- An efficient isogeometric/finite-difference immersed boundary method for the fluid-structure interactions of slender flexible structures (Q6118553) (← links)
- Efficiency improvement on the ANCF cable element by using the dot product form of curvature (Q6135650) (← links)
- A selectively reduced degree basis for efficient mixed nonlinear isogeometric beam formulations with extensible directors (Q6147054) (← links)
- An efficient displacement-based isogeometric formulation for geometrically exact viscoelastic beams (Q6153867) (← links)
- Can we really solve an arch stability problem? (Q6180489) (← links)
- Corotational force-based beam finite element with rigid joint offsets for 3D framed structures (Q6185210) (← links)
- A numerical scheme for geometrically exact flexoelectric microbeams using the weak form quadrature element method (Q6490813) (← links)
- On the lateral-torsional elastic post-buckling and strength of channel steel beams (Q6491610) (← links)
- Tensile buckling in shear deformable rods (Q6492918) (← links)
- Nonlinear in-plane stability of deep parabolic arches using geometrically exact beam theory (Q6492970) (← links)
- Elasto-plastic analysis of steel framed structures based on rigid body rule and plastic-hinge concept (Q6493291) (← links)
- Using only elastic stiffness in nonlinear and postbuckling analysis of structures (Q6493305) (← links)
- Meshfree method for geometrical nonlinear analysis of curved and twisted beams using a three-dimensional finite deformation theory (Q6493311) (← links)
- An objective FE-formulation for Cosserat rods based on the spherical Bézier interpolation (Q6497190) (← links)
- A computational model for molecular interactions between curved slender fibers undergoing large 3D deformations with a focus on electrostatic, van der Waals, and repulsive steric forces (Q6497774) (← links)
- Hexahedral finite elements with enhanced fixed-pole interpolation for linear static and vibration analysis of 3D micropolar continuum (Q6499927) (← links)
- A geometrically exact beam finite element for non-prismatic strip beams: the 2D case (Q6538139) (← links)
