Pages that link to "Item:Q1187434"
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The following pages link to Formulations of finite elasticity with independent rotations (Q1187434):
Displaying 35 items.
- Computational aspects of the mechanics of complex materials (Q820186) (← links)
- Nonlinear formulations of a four-node quasi-conforming shell element (Q841724) (← links)
- Symmetric Cauchy stresses do not imply symmetric Biot strains in weak formulations of isotropic hyperelasticity with rotational degrees of freedom (Q932012) (← links)
- Analytical DSA for explicit dynamics of elastic-plastic shells (Q1015592) (← links)
- 4-node combined shell element with semi-EAS-ANS strain interpolations in 6-parameter shell theories with drilling degrees of freedom (Q1021139) (← links)
- Theory and FE analysis for structures with large deformation under magnetic loading (Q1021174) (← links)
- An efficient, accurate, simple ALE method for nonlinear finite element programs (Q1122389) (← links)
- A drill rotation formulation for geometrically exact shells (Q1205672) (← links)
- Mixed finite element with drilling rotations for plane problems in finite elasticity (Q1309662) (← links)
- Analysis of strain localization in strain-softening hyperelastic materials, using assumed stress hybrid elements (Q1344148) (← links)
- A unifying treatise of variational principles for two types of micropolar continua (Q1357323) (← links)
- A variational formulation for finite elasticity with independent rotation and Biot-axial fields (Q1368109) (← links)
- The finite deformation theory for beam, plate and shell. V: The shell element with drilling degree of freedom based on Biot strain. (Q1587946) (← links)
- Kinematics of finite rotation shells with in-plane twist parameter (Q1595386) (← links)
- On a stress resultant geometrically exact shell model. VII: Shell intersections with 5/6-DOF finite element formulations (Q1912144) (← links)
- Stress resultant geometrically nonlinear shell theory with drilling rotations. I: A consistent formulation (Q1913166) (← links)
- Arbitrary Lagrangian-Eulerian formulation for element-free Galerkin method (Q1970649) (← links)
- Improved nine-node shell element MITC9i with reduced distortion sensitivity (Q1990873) (← links)
- The isotropic Cosserat shell model including terms up to \(O(h^5)\). I: Derivation in matrix notation (Q2224459) (← links)
- Multidimensional coupling: a variationally consistent approach to fiber-reinforced materials (Q2237270) (← links)
- On the simultaneous use of simple geometrically exact shear-rigid rod and shell finite elements (Q2241861) (← links)
- A simple finite element for the geometrically exact analysis of Bernoulli-Euler rods (Q2308800) (← links)
- Enhanced Allman quadrilateral for finite drilling rotations (Q2382805) (← links)
- A weak form quadrature element formulation of geometrically exact shells incorporating drilling degrees of freedom (Q2414266) (← links)
- Finite element simulation of lubricated contact in rolling using the arbitrary Lagrangian--Eulerian formulation (Q2484819) (← links)
- A geometrically exact Cosserat shell-model including size effects, avoiding degeneracy in the thin shell limit. I: Formal dimensional reduction for elastic plates and existence of minimizers for positive Cosserat couple modulus (Q2576535) (← links)
- Consistent tangent operator for an exact Kirchhoff rod model (Q2629050) (← links)
- On a family of numerical models for couple stress based flexoelectricity for continua and beams (Q2666551) (← links)
- Four-node mixed Hu-Washizu shell element with drilling rotation (Q2895057) (← links)
- Finite elastic deformations and finite rotations of 3d continuum with independent rotation field (Q4210496) (← links)
- (Q4493639) (← links)
- A Fully Nonlinear Beam Model of Bernoulli–Euler Type (Q5115152) (← links)
- A new enhanced assumed strain quadrilateral membrane element with drilling degree of freedom and modified shape functions (Q5283136) (← links)
- Quadratic-stretch elasticity (Q5867023) (← links)
- Warping and in-plane twist parameters in kinematics of finite rotation shells (Q5946840) (← links)