Size effect in concrete columns: Finite-element analysis with microplane model

Michele Brocca*, Zdeněk P. Bažant

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

34 Scopus citations

Abstract

Failure of concrete structures due to concrete failing in compression was recently shown to exhibit a size effect. This is not taken into account by current design codes based on failure criteria expressed in terms of strength or plasticity. But compressive failure of concrete cannot be described by strength criteria, since it is brittle and is caused by release of elastic strain energy stored in the structure. In this sense, it is similar to tensile failure governed by fracture mechanics. The paper presents a finite-element study of the size effect of compressive failure of geometrically similar concrete columns of different sizes. The test columns considered here are reduced-scale specimens made with micro-concrete of maximum aggregate size 3.35 mm and are loaded eccentrically. The analysis employs the microplane model for concrete. It is based on the crack-band concept and is shown to capture with good approximation the size effect observed experimentally.

Original languageEnglish (US)
Pages (from-to)1382-1390
Number of pages9
JournalJournal of Structural Engineering
Volume127
Issue number12
DOIs
StatePublished - Dec 2001

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)
  • Mechanics of Materials
  • Mechanical Engineering

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