Gradient-extended damage analysis with reduced integration-based solid-shells at large deformations
type: Item
instance of: scholarly article
title: Gradient-extended damage analysis with reduced integration-based solid-shells at large deformations
author: Oliver Barfusz
author: Tim van der Velden
author: Tim Brepols
author: Stefanie Reese
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 2022-01-26T00:00:00Z
Mathematics Subject Classification ID: 74K25
Mathematics Subject Classification ID: 74A45
zbMATH DE Number: 7464488
zbMATH Keywords: solid-shell
zbMATH Keywords: reduced integration
zbMATH Keywords: hourglass stabilization
zbMATH Keywords: gradient damage-plasticity
zbMATH Keywords: micromorphic approach
zbMATH Keywords: large deformations
MaRDI profile type: Publication
full work available at URL: j.cma.2021.114317
OpenAlex ID: W3216258998
cites work: Revisiting brittle fracture as an energy minimization problem
cites work: Numerical experiments in revisited brittle fracture
cites work: A phase field model for rate-independent crack propagation: robust algorithmic implementation based on operator splits
cites work: GRADIENT ENHANCED DAMAGE FOR QUASI-BRITTLE MATERIALS
cites work: Nonlinear regularization operators as derived from the micromorphic approach to gradient elasticity, viscoplasticity and damage
cites work: Gradient damage \textit{vs} phase-field approaches for fracture: similarities and differences
cites work: Phase-field description of brittle fracture in plates and shells
cites work: Phase-field analysis of finite-strain plates and shells including element subdivision
cites work: Phase-field modeling of brittle and ductile fracture in shells with isogeometric NURBS-based solid-shell elements
cites work: Phase field modeling of brittle fracture for enhanced assumed strain shells at large deformations: formulation and finite element implementation
cites work: Phase field modeling of brittle fracture in an Euler=Bernoulli beam accounting for transverse part-through cracks
cites work: A framework for efficient isogeometric computations of phase-field brittle fracture in multipatch shell structures
cites work: An adaptive space-time phase field formulation for dynamic fracture of brittle shells based on LR NURBS
cites work: Phase-field model of brittle fracture in Reissner-Mindlin plates and shells
cites work: A gradient-enhanced damage approach for viscoplastic thin-shell structures subjected to shock waves
cites work: The incorporation of gradient damage models in shell elements
cites work: A reduced integration-based solid-shell finite element formulation for gradient-extended damage
cites work: Gradient-enhanced damage modeling in Kirchhoff-Love shells: application to isogeometric analysis of composite laminates
cites work: A reduced integration solid-shell finite element based on the EAS and the ANS concept-Large deformation problems
cites work: Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
cites work: Computationally efficient explicit nonlinear analyses using reduced integration-based solid-shell finite elements
cites work: An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
cites work: Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
cites work: A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems
cites work: A single Gauss point continuum finite element formulation for gradient-extended damage at large deformations
cites work: The patch test—a condition for assessing FEM convergence
cites work: A solid-beam finite element and non-linear constitutive modelling
cites work: A large deformation solid-shell concept based on reduced integration with hourglass stabilization
cites work: The Application of Newton’s Method to the Problem of Elastic Stability
cites work: Q5722857
cites work: On one-dimensional finite-strain beam theory: the plane problem
cites work: A model-adaptive hanging node concept based on a new non-linear solid-shell formulation
cites work: An adaptive global-local approach for phase-field modeling of anisotropic brittle fracture
cites work: Analysis of fracture in thin shells by overlapping paired elements
cites work: Phase-field simulation of ductile fracture in shell structures
DOI: 10.1016/J.CMA.2021.114317
description: scientific article; zbMATH DE number 7464488