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Flexural Fatigue Studies for SFRC under Compound Loading for Different Stress Ranges
Hanumantharayagouda1, Amaresh.S. Patil2

1Hanumantharayagouda, Student, Department of Civil Engineering, P.D.A. College of Engineering, Gulbarga (Karnataka) India.
2Amaresh.S. Patil, Associate Professor, Department of Civil Engineering, P.D.A. College of Engineering, Gulbarga (Karnataka), India.

Manuscript received on 21 September 2013 | Revised Manuscript received on 28 September 2013 | Manuscript published on 30 September 2013 | PP: 155-159 | Volume-2 Issue-4, September 2013 | Retrieval Number: D0818092413/2013©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: This paper presents a study on fatigue behavior of non-fibrous concrete and SFRC subjected to repeated loading. It is aimed to study the behavior of Non fibrous concrete and SFRC under constant amplitude and compound amplitude loading. A total number of 140 prism specimens of size 75x100x500 mm were tested under flexural fatigue loading using havier sine wave loading in order to obtain the fatigue lives of Non fibrous concrete and SFRC at different stress levels. About 10 prism specimens are subjected to static flexural test to determine the static flexural strength of Non fibrous concrete and SFRC prior to fatigue testing. The specimens incorporated 1% volume fraction of crimped steel fibers of size 0.55mmɸ X30 mm. About 30 prism specimens were tested under constant amplitude fatigue loading. Fatigue life data obtained has been analyzed in attempt to determine the relationship among stress level and number of cycles of failure. About 110 prism specimen was tested under compound fatigue loading in order to check the validity of miner’s hypothesis.
Keywords: Fatigue; Compound Loading; Steel Fiber Reinforced Concrete (SFRC); Flexural Strength.

Scope of the Article: Radio Over Fiber