Coupled thermo-mechanical interface model for concrete failure analysis under high temperature

DOI10.1016/j.cma.2015.02.016zbMath1423.74809OpenAlexW2039249741MaRDI QIDQ1737030

Guillermo Etse, Antonio Caggiano

Publication date: 26 March 2019

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.2015.02.016

zbMATH Keywords

fractureinterfacecrackinghigh temperaturecoupled thermo-mechanicsdiscontinuous approach

Mathematics Subject Classification ID

Thermal effects in solid mechanics (74F05) Brittle damage (74R05)

Related Items (2)

Development of the four-dimensional lattice spring model for thermo-mechanical fracturing and large deformation of solids ⋮ Virtual elements and zero thickness interface-based approach for fracture analysis of heterogeneous materials

Cites Work

• A method for the calculation of inter-element stresses in 3D
• A segment-to-segment contact strategy
• Interface damage model for thermomechanical degradation of heterogeneous materials
• Viscoplastic approach for rate-dependent failure analysis of concrete joints and interfaces
• Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation.
• An application of a damage constitutive model to concrete at high temperature and prediction of spalling
• Consistent tangent formulation for 3D interface modeling of cracking/fracture in quasi-brittle materials
• Thermo‐hydro‐mechanical modelling of high performance concrete at high temperatures
• On zero‐thickness interface elements for diffusion problems
• Contact friction analysis with a simple interface element.

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