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Investigation of a continuum damage model as an indicator for the prediction of spalling in fire exposed concrete

  • Published:2012-03 Issue: Volume:94-95 Page:54-69
  • ISSN:0045-7949
  • Container-title:Computers & Structures
  • language:en
  • Short-container-title:Computers & Structures

Author:

Davie C.T.,Zhang H.L.,Gibson A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference36 articles.

1. Numerical analysis of hygro-thermal behaviour and damage of concrete at high temperature;Gawin;Mech Cohesive-Friction Mater,1999

2. Finite element analysis of various methods for protection of concrete structures against spalling during fire;Witek;Comput Mech,2007

3. An application of a damage constitutive model to concrete at high temperature and prediction of spalling;Tenchev;Int J Solids Struct,2005

4. A fully generalised, coupled, multi-phase, hygro-thermo-mechanical model for concrete;Davie;Mater Struct,2010

5. Continuum damage theory – application to concrete;Mazars;J Eng Mech – ASCE,1989
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