Confinement-shear lattice model for concrete damage in tension and compression: II. Computation and validation

Gianluca Cusatis*, Zdeněk P. Bažant, Luigi Cedolin

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

98 Scopus citations

Abstract

The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect.

Original languageEnglish (US)
Pages (from-to)1449-1458
Number of pages10
JournalJournal of Engineering Mechanics
Volume129
Issue number12
DOIs
StatePublished - Dec 2003

Keywords

  • Computer analysis
  • Concrete
  • Damage
  • Failures
  • Fractures
  • Materials tests
  • Microstructure
  • Nonlinear analysis
  • Particle distribution
  • Particle interactions
  • Softening

ASJC Scopus subject areas

  • Mechanics of Materials
  • Mechanical Engineering

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