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Cites:

1

Information Journal Paper

Title

STEEL FIBERS AS REPLACEMENT OF WEB REINFORCEMENT FOR RCC DEEP BEAMS IN SHEAR

Pages

  479-489

Abstract

 Test data are presented on the shear strength of a series of reinforced cement concrete (RCC) DEEP BEAMS with three STEEL FIBER VOLUME FRACTIONs (0, 1.0 and 1.25%), three SHEAR SPAN to-effective depth ratios (0.75, 1.0 and 1.25) and three combinations of WEB REINFORCEMENT. A total of 18 beams were tested to failure under two-point top loading. The test results indicate that the fibers have significant influence on the shear strength of a longitudinally reinforced concrete beams. Shear strength increases with increasing fiber volume and decreasing SHEAR SPAN to-effective depth ratio. STEEL FIBERs can replace the conventional WEB REINFORCEMENT in RCC DEEP BEAMS.

Cites

References

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  • Cite

    APA: Copy

    MADAN, S.K., RAJESH KUMAR, G., & SINGH, S.P.. (2007). STEEL FIBERS AS REPLACEMENT OF WEB REINFORCEMENT FOR RCC DEEP BEAMS IN SHEAR. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 8(5), 479-489. SID. https://sid.ir/paper/298751/en

    Vancouver: Copy

    MADAN S.K., RAJESH KUMAR G., SINGH S.P.. STEEL FIBERS AS REPLACEMENT OF WEB REINFORCEMENT FOR RCC DEEP BEAMS IN SHEAR. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2007;8(5):479-489. Available from: https://sid.ir/paper/298751/en

    IEEE: Copy

    S.K. MADAN, G. RAJESH KUMAR, and S.P. SINGH, “STEEL FIBERS AS REPLACEMENT OF WEB REINFORCEMENT FOR RCC DEEP BEAMS IN SHEAR,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 8, no. 5, pp. 479–489, 2007, [Online]. Available: https://sid.ir/paper/298751/en

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