Mechanism of size effect in quasi-brittle materials by focusing on the micro-crack formations

Mao Kurumatani, Kenjiro Terada

Research output: Contribution to journalArticlepeer-review

Abstract

In this paper, we study the size effect of the macroscopic mechanical behavior of quasi-brittle materials such as concrete and mortar by applying the method of multi-scale analysis to take into account the generation and propagation of micro-cracks. For micro-scale analyses, the cohesive crack model is used to characterize the quasi-brittle softening behavior in conjunction with the discrete crack model for representing the generation and propagation of microscopic fractured surfaces. After reviewing the two-scale boundary value problems based on the homogenization method and the modeling of quasi-brittle fracture in micro-scale, we perform two numerical experiments to reveal the predominant factor of the size effect and to clarify its mechanism. One is for a comparative study to evaluate the effect of the amount of micro-crack formation on the macroscopic fracture energy. The other is to point out the importance of distinguishing between the microscopic size effect due to the micro-scale heterogeneity and the macroscopic size effect as energy balance in the overall structure.

Original languageEnglish
Pages (from-to)216-227
Number of pages12
JournalDoboku Gakkai Ronbunshuu A
Volume65
Issue number1
DOIs
Publication statusPublished - 2009
Externally publishedYes

Keywords

  • Cohesive crack model
  • Fracture energy
  • Fracture process zone
  • Homogenization method
  • Micro-crack growth
  • Size effect in quasi-brittle materials

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Mechanical Engineering

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