Pages that link to "Item:Q5289770"
From MaRDI portal
The following pages link to Hybrid hexahedral element for solids, plates, shells and beams by selective scaling (Q5289770):
Displaying 31 items.
- Analysis of a family of HDG methods for second order elliptic problems (Q298194) (← links)
- A solid-shell formulation based on the assumed natural inhomogeneous strains for modeling the viscoelastic response of electro-active polymers (Q785469) (← links)
- Extrapolated fields in the formulation of the assumed strain elements. II: Three-dimensional problems (Q1299247) (← links)
- A stabilized hybrid-stress solid element for geometrically nonlinear homogeneous and laminated shell analyses (Q1348318) (← links)
- Modal approaches for the stochastic finite element analysis of structures with material and geometric uncertainties. (Q1420947) (← links)
- Improvement on the 10-node tetrahedral element for three-dimensional problems (Q1587964) (← links)
- A set of pathological test to validate new finite elements (Q1613229) (← links)
- An explicit hybrid-stabilized 9-node Lagrangian shell element (Q1913144) (← links)
- How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite elements (Q2308786) (← links)
- An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells (Q2310701) (← links)
- Reusing linear finite elements in material and geometrically nonlinear analysis -- application to plane stress problems (Q2344858) (← links)
- Monolithic modeling and finite element analysis of piezoelectric energy harvesters (Q2398668) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements: A bibliography (1992-1995) (Q2721478) (← links)
- A finite element formulation for piezoelectric shell structures considering geometrical and material non-linearities (Q2894756) (← links)
- A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis (Q2952305) (← links)
- Efficient free vibration analysis of rotationally symmetric shell structures (Q3008900) (← links)
- A new scheme for designing the penalty factor in 3-D penalty-equilibrating mixed elements (Q3043956) (← links)
- Extension of unsymmetric finite elements US‐QUAD8 and US‐HEXA20 for geometric nonlinear analyses (Q3055849) (← links)
- An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis (Q3549823) (← links)
- Universal three-dimensional connection hexahedral elements based on hybrid-stress theory for solid structures (Q3549842) (← links)
- A corotational interpolatory model for fabric drape simulation (Q3617483) (← links)
- Analysis of 3D problems using a new enhanced strain hexahedral element (Q4446842) (← links)
- A 12‐node hybrid stress brick element for beam/column analysis (Q4719422) (← links)
- Hybrid-stress solid elements for shell structures based upon a modified variational functional (Q4785104) (← links)
- (Q4943437) (← links)
- On immunizing five-beta hybrid-stress element models from ?trapezoidal locking? in practical analyses (Q4943591) (← links)
- A Numerical Strategy for Multistable Nanocomposite Shells (Q5013758) (← links)
- Uniform Convergence Analysis of a Higher Order Hybrid Stress Quadrilateral Finite Element Method for Linear Elasticity Problems (Q5153661) (← links)
- Solid finite elements through three decades. (Q5955765) (← links)
- Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements (Q6565200) (← links)
- An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: linear formulations (Q6569302) (← links)