NONLINEAR FRACTURE MECHANICS PARAMETERS.

M. Wecharatana*, S. P. Shah

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingChapter

5 Scopus citations

Abstract

Portland cement concrete is characterized by strain softening and nonlinear behavior. It has been shown that the nonlinear behavior of concrete is related to its heterogeneity; the larger the grain size and the larger the volume fraction of inclusions, the more nonlinear and tougher is the observed behavior. An alternate approach is to modify the concepts of linear elastic fracture mechanics to include the effects of slow crack growth and crack-tip nonlinearity (process zone) in analyzing the results of fracture toughness tests. This is attempted in this chapter.

Original languageEnglish (US)
Title of host publicationDevelopments in Civil Engineering
PublisherElsevier.
Pages463-480
Number of pages18
ISBN (Print)0444421998
StatePublished - Dec 1 1983

ASJC Scopus subject areas

  • Electronic, Optical and Magnetic Materials
  • Condensed Matter Physics
  • Computer Science Applications
  • Electrical and Electronic Engineering
  • Applied Mathematics

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  • Cite this

    Wecharatana, M., & Shah, S. P. (1983). NONLINEAR FRACTURE MECHANICS PARAMETERS. In Developments in Civil Engineering (pp. 463-480). Elsevier..