Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity. II: Computation

Zdeněk P. Bažant*, Ferhun C. Caner

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

26 Scopus citations

Abstract

Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.

Original languageEnglish (US)
Pages (from-to)41-47
Number of pages7
JournalJournal of Engineering Mechanics
Volume131
Issue number1
DOIs
StatePublished - Jan 2005

Keywords

  • Concrete
  • Damage
  • Finite element method
  • Fracture
  • Inelastic action
  • Numerical models
  • Softening

ASJC Scopus subject areas

  • Mechanics of Materials
  • Mechanical Engineering

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