Combining interface damage and friction in a cohesive‐zone model
From MaRDI portal
Publication:5435348
DOI10.1002/nme.1728zbMath1275.74021OpenAlexW1971084616WikidataQ112878915 ScholiaQ112878915MaRDI QIDQ5435348
Publication date: 14 January 2008
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.1728
Friction in solid mechanics (74M10) Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)
Related Items
Cohesive-frictional interface constitutive model ⋮ A three-dimensional computational framework for impact fracture analysis of automotive laminated glass ⋮ A phantom node formulation for modeling coupled adiabatic-isothermal cracking in FRP composites ⋮ The interphase model applied to the analysis of masonry structures ⋮ A thermodynamically consistent derivation of a frictional-damage cohesive-zone model with different mode I and mode II fracture energies ⋮ FFT phase-field model combined with cohesive composite voxels for fracture of composite materials with interfaces ⋮ VEM-based tracking algorithm for cohesive/frictional 2D fracture ⋮ Computational homogenization of composites experiencing plasticity, cracking and debonding phenomena ⋮ Stress Analysis of Reinforced Masonry Arches ⋮ A coupled interface-body nonlocal damage model for FRP strengthening detachment ⋮ A cohesive element model for mixed mode loading with frictional contact capability ⋮ Optimal penalty stiffness values of concurrent 2D elastic interface elements leading to accurate stress tractions ⋮ The simulation of crack opening-closing and aggregate interlock behaviour in finite element concrete models ⋮ A robust computational strategy for failure prediction of masonry structures using an improved multi‐surface damage‐plastic based interface model ⋮ Micromechanics-based surrogate models for the response of composites: a critical comparison between a classical mesoscale constitutive model, hyper-reduction and neural networks ⋮ Characterising interfaces for reinforced concrete: experiments and multiplane cohesive zone modelling for titanium alloy rebars ⋮ A total‐strain based orthotropic continuum model for the cyclic nonlinear behavior of unreinforced brick masonry structures ⋮ Non associative damage interface model for mixed mode delamination and frictional contact ⋮ Enhanced transformation field analysis for reduced-order modeling of problems with cohesive interfaces ⋮ Multiscale damage contact-friction model for periodic masonry walls ⋮ Cohesive zone models and impact damage predictions for composite structures ⋮ Mesoscopic modelling of masonry using weak and strong discontinuities ⋮ Coupled body-interface nonlocal damage model for FRP detachment ⋮ Damage and plasticity at the interfaces in composite materials and structures ⋮ A consistent interface element formulation for geometrical and material nonlinearities ⋮ A cohesive damage-friction interface model accounting for water pressure on crack propagation ⋮ A computational framework for low-cycle fatigue in polycrystalline materials ⋮ An enriched damage-frictional cohesive-zone model incorporating stress multi-axiality ⋮ Bond-slip analysis via a thermodynamically consistent interface model combining interlocking, damage and friction ⋮ A non-linear interface element for 3D mesoscale analysis of brick-masonry structures ⋮ Energetic versus maximally-dissipative local solutions of a quasi-static rate-independent mixed-mode delamination model ⋮ A nonlinear homogenization procedure for periodic masonry ⋮ A 3D two-scale multiplane cohesive-zone model for mixed-mode fracture with finite dilation ⋮ Interfacial stabilization at finite strains for weak and strong discontinuities in multi-constituent materials ⋮ A general thermodynamical model for adhesive frictional contacts between viscoelastic or poro-viscoelastic bodies at small strains ⋮ The virtual element method in nonlinear and fracture solid mechanics ⋮ A two-level macroscale continuum description with embedded discontinuities for nonlinear analysis of brick/block masonry ⋮ Multiscale diffusion-thermal-mechanical cohesive zone model for concrete
Cites Work
