Predictions of comulative damage for concrete and reinforced concrete

S. P. Shah*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

30 Scopus citations

Abstract

Nonlinear damage evolution equation is suggested to predict fatigue life of plain concrete subjected to sequential, constant amplitude loading. This approach seems to eliminate the nonconservative aspect of the linear damage law (the Miner hypothesis) and is based on the observed shape of the damage growth relationship. For serviceability based design of reinforced concrete structures, a simple nonlinear relationship is developed to relate the increases in deflection and crack width with the cycle-ratio. The results compare favorably with experimental data.

Original languageEnglish (US)
Pages (from-to)65-68
Number of pages4
JournalMatériaux et Constructions
Volume17
Issue number1
DOIs
StatePublished - Jan 1 1984

ASJC Scopus subject areas

  • Engineering(all)

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