Pages that link to "Item:Q1579598"
From MaRDI portal
The following pages link to Comparative study on finite elements with embedded discontinuities. (Q1579598):
Displaying 50 items.
- Three-dimensional finite elements with embedded strong discontinuities for the analysis of solids at failure in the finite deformation range (Q2309060) (← links)
- An algorithm based on incompatible modes for the global tracking of strong discontinuities in shear localization analyses (Q2310193) (← links)
- A comparative study on finite elements for capturing strong discontinuities: E-FEM vs X-FEM (Q2384468) (← links)
- A geometrically nonlinear FE approach for the simulation of strong and weak discontinuities (Q2384492) (← links)
- 3D crack propagation in unreinforced concrete: A two-step algorithm for tracking 3D crack paths (Q2384503) (← links)
- Prediction of crack evolution and effective elastic behavior of damage-tolerant brittle composites (Q2459218) (← links)
- Modeling the propagation of arterial dissection (Q2459458) (← links)
- Modeling 3D crack propagation in unreinforced concrete using PUFEM (Q2488977) (← links)
- A geometric nonlinear triangular finite element with an embedded discontinuity for the simulation of quasi-brittle fracture (Q2501935) (← links)
- An improved stable XFEM (Is-XFEM) with a novel enrichment function for the computational modeling of cohesive cracks (Q2633004) (← links)
- An orthotropic mesh-corrected crack model (Q2637976) (← links)
- Assumed enhanced strain and the extended finite element methods: a unification of concepts (Q2638004) (← links)
- A mixed interface finite element for cohesive zone models (Q2638139) (← links)
- Embedded discontinuities for 3D mode-I and mode-II modelling (Q2710662) (← links)
- An extended finite element framework for slow-rate frictional faulting with bulk plasticity and variable friction (Q2854670) (← links)
- An isogeometric approach to cohesive zone modeling (Q2894749) (← links)
- The enhanced assumed strain method for the isogeometric analysis of nearly incompressible deformation of solids (Q2952089) (← links)
- Stress-hybrid quadrilateral finite element with embedded strong discontinuity for failure analysis of plane stress solids (Q2952288) (← links)
- An efficient augmented finite element method for arbitrary cracking and crack interaction in solids (Q2952529) (← links)
- Combined continuum damage-embedded discontinuity model for explicit dynamic fracture analyses of quasi-brittle materials (Q2952626) (← links)
- A new generalized finite element method for two-scale simulations of propagating cohesive fractures in 3-D (Q2952870) (← links)
- FE-formulation for plate and beam elements to simulate onset and propagation of discrete cracks in solid structures (Q2954759) (← links)
- ON CONTINUOUS ASSUMED GRADIENT ELEMENTS OF SECOND ORDER (Q2971788) (← links)
- A coupled two-scale computational scheme for the failure of periodic quasi-brittle thin planar shells and its application to masonry (Q3018034) (← links)
- Discrete and continuum methods for numerical simulations of non-linear wave propagation in discontinuous media (Q3164499) (← links)
- Computational homogenization for adhesive and cohesive failure in quasi‐brittle solids (Q3164535) (← links)
- Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions (Q3355552) (← links)
- Modeling shear bands in<i>J</i><sub>2</sub>plasticity using a two-scale formulation via embedded strong discontinuity modes (Q3549740) (← links)
- An extended finite element method with analytical enrichment for cohesive crack modeling (Q3549746) (← links)
- Embedded strong discontinuity finite elements for fractured geomaterials with variable friction (Q3588032) (← links)
- A smeared-embedded mesh-corrected damage model for tensile cracking (Q3590489) (← links)
- Cracking node method for dynamic fracture with finite elements (Q3614729) (← links)
- Brittle fracture in polycrystalline microstructures with the extended finite element method (Q4446616) (← links)
- A study on finite elements for capturing strong discontinuities (Q4446620) (← links)
- Rigid–plastic interface for an embedded crack (Q4446622) (← links)
- Element‐local level set method for three‐dimensional dynamic crack growth (Q5306429) (← links)
- Variational formulation of the material failure process in solids by embedded discontinuities model (Q5503304) (← links)
- A transition scheme from diffusive to discrete crack topologies at finite strain during the course of a staggered iterative procedure (Q6071392) (← links)
- Considerations on the identifiability of fracture and bond properties of reinforced concrete (Q6082560) (← links)
- A fast adaptive PD-FEM coupling model for predicting cohesive crack growth (Q6094694) (← links)
- Bayesian inference of mesoscale mechanical properties of mortar using experimental data from a double shear test (Q6101894) (← links)
- Performance assessment of the augmented finite element method for the modeling of weak discontinuities (Q6553245) (← links)
- Hybrid equilibrium element with interelement interface for the analysis of delamination and crack propagation problems (Q6553246) (← links)
- Enhanced finite element formulation incorporating stress jumps and interface behavior in structures with embedded linear inclusions (Q6553268) (← links)
- Removing mesh bias in mixed-mode cohesive fracture simulation with stress recovery and domain integral (Q6554524) (← links)
- A shell element for the prediction of residual load-carrying capacities due to delamination (Q6555370) (← links)
- A mesh objective method for modeling crack propagation using the smeared crack approach (Q6555436) (← links)
- A multiscale finite element method for the localization analysis of homogeneous and heterogeneous saturated porous media with embedded strong discontinuity model (Q6557460) (← links)
- Level set topology optimization of structural problems with interface cohesion (Q6557565) (← links)
- A hybrid-mixed four-node quadrilateral plate element based on sampling surfaces method for 3D stress analysis (Q6560670) (← links)
