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Ferrocement in Bending, Part II: Fatigue Analysis
This report follows Part I PB-262 155 which dealt with monotonic loading. In this report analytical and experimental investigations of ferrocement beam subjected to fatigue flexural loading are described. Based on experimental results, empirical formulae are suggested to predict fatigue life, and deflections and crack widths for a given number of cycles and loading. These formulae also seem to be applicable to conventionally reinforced concrete beams. In addition, based on the fatigue properties of the constituent materials: steel and concrete, a theoretical model was developed to predict behavior of ferrocement composited subjected to fatigue loading.
Ferrocement in Bending, Part II: Fatigue Analysis
This report follows Part I PB-262 155 which dealt with monotonic loading. In this report analytical and experimental investigations of ferrocement beam subjected to fatigue flexural loading are described. Based on experimental results, empirical formulae are suggested to predict fatigue life, and deflections and crack widths for a given number of cycles and loading. These formulae also seem to be applicable to conventionally reinforced concrete beams. In addition, based on the fatigue properties of the constituent materials: steel and concrete, a theoretical model was developed to predict behavior of ferrocement composited subjected to fatigue loading.
Ferrocement in Bending, Part II: Fatigue Analysis
P. Balaguru (author) / A. E. Naaman (author) / S. P. Shah (author)
1977
167 pages
Report
No indication
English
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