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Information Journal Paper

Title

ESTIMATING OF TORSIONAL CAPACITY OF SELF COMPACTING CONCRETE BEAMS

Pages

  13-15

Abstract

 This paper expresses the effects of SILICA FUME, SUPER PLASTICIZER and GFRP on the TORSIONAL STRENGTH of self-compacting concrete (SCC) beams. SCC and control concrete mix designs in this study are based on 20 different mixes with the water-cement ratios of 0.35 and 0.45. For Torsion tests, beams with the dimensions of 40 × 10 × 10 cm were casted. To determine the COMPRESSIVE STRENGTH and PUNDIT tests, Cubic specimens with the dimensions of 10 × 10 × 10 cm and standard cylindrical specimens with the dimensions of 15 × 30 cm height were made and cured for 28 days before testing. The obtained experimental results show that the effect of SILICA FUME in w/c=0.45 was more than the other on torsional capacity was. The TORSIONAL STRENGTH of concrete beams with GFRP was increased about 43%. The error of estimating the COMPRESSIVE STRENGTH of concrete by PUNDIT test was 2%. In addition, the existing equations for estimating the TORSIONAL STRENGTH of ordinary concrete can be used for Self Compacting concrete.

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    • Cite

    APA: Copy

    MAZLOOM, M., & MEHRVAND, M.. (2015). ESTIMATING OF TORSIONAL CAPACITY OF SELF COMPACTING CONCRETE BEAMS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 47(1), 13-15. SID. https://sid.ir/paper/690367/en

    Vancouver: Copy

    MAZLOOM M., MEHRVAND M.. ESTIMATING OF TORSIONAL CAPACITY OF SELF COMPACTING CONCRETE BEAMS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2015;47(1):13-15. Available from: https://sid.ir/paper/690367/en

    IEEE: Copy

    M. MAZLOOM, and M. MEHRVAND, “ESTIMATING OF TORSIONAL CAPACITY OF SELF COMPACTING CONCRETE BEAMS,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 47, no. 1, pp. 13–15, 2015, [Online]. Available: https://sid.ir/paper/690367/en

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