Fatigue life prediction of fiber reinforced concrete under flexural load

Jun Zhang, Henrik Stang, Victor Li

Research output: Contribution to journalJournal articleResearchpeer-review

Abstract

This paper presents a semi-analytical method to predict fatigue behavior in flexure of fiber reinforced concrete (FRC) based on the equilibrium of force in the critical cracked section. The model relies on the cyclic bridging law, the so-called stress-crack width relationship under cyclic tensile load as the fundamental consitutive relationship in tension.
Original languageEnglish
JournalInternational Journal of Fatigue
Volume21
Issue number10
Pages (from-to)1033-1049
ISSN0142-1123
DOIs
Publication statusPublished - 1999

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