Investigation on fracture behaviour of UHPFRC using a mesoscale computational framework

DOI10.1016/j.cma.2024.116796OpenAlexW4391731324MaRDI QIDQ6202985

Lu Hai, Qing-Hua Li, Peter Wriggers, Hui Zhang, Yujie Huang

Publication date: 26 March 2024

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2024.116796

zbMATH Keywords

cohesive zone modeldamage-plasticity modelinterfacial behaviourmesoscale damage and fractureultra high performance concrete

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Biology and other natural sciences (92-XX)

Cites Work

• Stochastic damage model for concrete based on energy equivalent strain
• Monte Carlo simulation of complex cohesive fracture in random heterogeneous quasi-brittle materials: A 3D study
• Localizing gradient damage model with micro inertia effect for dynamic fracture
• A novel XFEM cohesive fracture framework for modeling nonlocal slip in randomly discrete fiber reinforced cementitious composites
• A rate-dependent stochastic damage-plasticity model for quasi-brittle materials
• Efficient quasi-brittle fracture simulations of concrete at mesoscale using micro CT images and a localizing gradient damage model
• A framework for phase-field modeling of interfacial debonding and frictional slipping in heterogeneous composites
• An energy release rate-based plastic-damage model for concrete
• A partition of unity finite element method for simulating non-linear debonding and matrix failure in thin fibre composites
• The formation of equilibrium cracks during brittle fracture. General ideas and hypotheses. Axially-symmetric cracks

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