FLEXURAL BEHAVIOR OF DOUBLY REINFORCED HIGH-STRENGTH LIGHTWEIGHT CONCRETE BEAMS WITH WEB REINFORCEMENT
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DOI: 10.14359/2745
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摘要: This paper develops limited experimental data on the flexural behavior of doubly reinforced high strength lightweight concrete beams with web reinforcement. Flexural tests were coducted 6 beams. The test results are presented in terms load-deformation behavior, cracking, and ductility indexes. experimentally obtained load-deflection curves compared to those predicted analytically, good comparisons obtained. Conclusions drawn from study discussed.
concrete.org
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