Percentage of Reinforcement
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Experimental Study of Flexural Behavior of High Strength Concrete
Abstract: Flexural test results generated on nine reinforced concrete beams to evaluate the implications of using high-strength concrete (HSC) are reported. The stress block parameters on the current IS456-2000 code are limited to concrete strength up to 55 MPa. This paper looks at the applicability of IS456-2000 stress block parameters for HSC beyond the scope of code IS456-2000. Particular emphasis has been given to the issues of maximum compressive strain, ultimate …
Published in Journal of Structural Engineering and Management · Vol. 6, Issue 2, 2019 · pp. 19–23 Read article