Pages that link to "Item:Q2382797"
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The following pages link to Lumped mass matrix in explicit finite element method for transient dynamics of elasticity (Q2382797):
Displaying 27 items.
- A novel integration scheme for solution of consistent mass matrix in free and forced vibration analysis (Q310561) (← links)
- X-FEM explicit dynamics for constant strain elements to alleviate mesh constraints on internal or external boundaries (Q839202) (← links)
- A stabilized explicit Lagrange multiplier based domain decomposition method for parabolic problems (Q924520) (← links)
- Zero and negative masses in finite element vibration and transient analysis (Q1072776) (← links)
- A fully smoothed finite element method for analysis of axisymmetric problems (Q1655195) (← links)
- A new heterogeneous asynchronous explicit-implicit time integrator for nonsmooth dynamics (Q1702755) (← links)
- Isogeometric analysis for explicit elastodynamics using a dual-basis diagonal mass formulation (Q1986907) (← links)
- Critical assessment of different mass lumping schemes for higher order serendipity finite elements (Q1988018) (← links)
- Parallel inexact Newton-Krylov and quasi-Newton solvers for nonlinear elasticity (Q2083169) (← links)
- An implicit asynchronous variational integrator for flexible multibody dynamics (Q2096893) (← links)
- Exploring space separation techniques for 3D elastic waves simulations (Q2133892) (← links)
- Effect of mass matrix forms on numerical simulations results in heat conduction modeling (Q2201165) (← links)
- The correlation between the eigenvalues of global FEM matrix and the size of time step in the numerical solutions of solidification equation (Q2202594) (← links)
- Proper generalized decomposition with time adaptive space separation for transient wave propagation problems in separable domains (Q2236910) (← links)
- A rigorous and unified mass lumping scheme for higher-order elements (Q2309829) (← links)
- A mass lumping scheme for the 10-node tetrahedral element (Q2325450) (← links)
- Development of rotationally consistent diagonal mass matrices for plate and beam elements (Q2573166) (← links)
- Linear finite elements with orthogonal discontinuous basis functions for explicit earthquake ground motion modeling (Q2880246) (← links)
- Lumped mass finite element implementation of continuum theories with micro-inertia (Q2952371) (← links)
- Nonlinear transient dynamic analysis by explicit finite element with iterative consistent mass matrix (Q3617460) (← links)
- Hermitian lumped mass matrix formulation for flexural wave propagation (Q4381951) (← links)
- A fully smoothed XFEM for analysis of axisymmetric problems with weak discontinuities (Q5273350) (← links)
- A rational approach to mass matrix diagonalization in two‐dimensional elastodynamics (Q5711770) (← links)
- Explicit Time Stepping for the Wave Equation using CutFEM with Discrete Extension (Q5864086) (← links)
- A meshless method coupling peridynamics with corrective smoothed particle method for predicting material failure (Q6042423) (← links)
- Wave propagation in compact, thin-walled, layered, and heterogeneous structures using variable kinematics finite elements (Q6569135) (← links)
- A fully explicit isogeometric collocation formulation for the dynamics of geometrically exact beams (Q6609797) (← links)