Pages that link to "Item:Q1990840"
From MaRDI portal
The following pages link to Three dimensional elements with Lagrange multipliers for the modified couple stress theory (Q1990840):
Displaying 22 items.
- Symplectic solution for three dimensional couple stress problem and its variational principle (Q608574) (← links)
- Mixed Lagrangian formulation for size-dependent couple stress elastodynamic response (Q683576) (← links)
- A mixed element based on Lagrange multiplier method for modified couple stress theory (Q683677) (← links)
- A four-node \(C^0\) tetrahedral element based on the node-based smoothing technique for the modified couple stress theory (Q785449) (← links)
- On the mechanics of microshells of revolution (Q2024544) (← links)
- Static analysis of planar arbitrarily curved microbeams with the modified couple stress theory and Euler-Bernoulli beam model (Q2110779) (← links)
- Formulation and numerical implementation of a variationally consistent multi-scale model based on second-order computational homogenisation at finite strains for quasi-static problems (Q2138727) (← links)
- Vibration analysis of scale-dependent thin shallow microshells with arbitrary planform and boundary conditions (Q2213018) (← links)
- Weak-form differential quadrature finite elements for functionally graded micro-beams with strain gradient effects (Q2234930) (← links)
- Refined 18-DOF triangular hybrid stress element for couple stress theory (Q2248234) (← links)
- Strain gradient differential quadrature Kirchhoff plate finite element with the \(C^2\) partial compatibility (Q2292263) (← links)
- Size-dependent vibration and stability of moderately thick functionally graded micro-plates using a differential quadrature-based geometric mapping scheme (Q2334254) (← links)
- Finite element Lagrange multiplier formulation for size-dependent skew-symmetric couple-stress planar elasticity (Q2435343) (← links)
- Generalized conforming Trefftz element for size-dependent analysis of thin microplates based on the modified couple stress theory (Q2662380) (← links)
- Size-dependent analysis of porous multi-directional FG shell structures based on the modified couple stress theory using the unsymmetric finite element method (Q2683315) (← links)
- Penalty \(\mathrm{C}^0 8\)-node quadrilateral and 20-node hexahedral elements for consistent couple stress elasticity based on the unsymmetric finite element method (Q6042448) (← links)
- An efficient 4‐node facet shell element for the modified couple stress elasticity (Q6089284) (← links)
- Variational formulation and differential quadrature finite element for freely vibrating strain gradient Kirchhoff plates (Q6149548) (← links)
- A novel phase‐field approach to brittle damage mechanics of gradient metamaterials combining action formalism and history variable (Q6149680) (← links)
- 8-node hexahedral unsymmetric element with rotation degrees of freedom for modified couple stress elasticity (Q6496293) (← links)
- Stress function and its finite element implementation for elastostatic plain strain orthotropic problems of modified couple stress theory (Q6546190) (← links)
- Strain gradient differential quadrature finite element for moderately thick micro-plates (Q6554361) (← links)
