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Analytical analysis of Light-weight Concrete slabs under punching Load

Al-Azhar University Civil Engineering Research Magazine • 2020
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Publication Information
Authors Maher A. Adam, Mohamed Said, Alaa E. Arafa , Ahmed M. Abdelsattar
Keywords Concrete Columns, ECC, PVA fiber, Fire, Concentric compression, axially loaded.
Journal Al-Azhar University Civil Engineering Research Magazine
Publisher Not Available
Volume Not Available
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Pages Not Available
publication.type Local
Paper Link Not Available
Supplementary Materials Not Available
Abstract
Analytical parametric study to investigate the influence of Light-Weight Concert strength, the arrangement, type, yield strength and amount of shear reinforcement steel, tensional and compressive reinforcement steel ratios and the use of steel fiber as shear reinforcement in punching shear behavior of Light-Weight Concrete flat slabs was established. Twenty five flat slab specimens investigated analytically with concrete strength 25 MPa. ANSYS 10.0 software package was used for non-linear analysis. The parameters were tensile steel, compressive steel, shear reinforcement and steel fibers. The maximum enhancement in the punching capacity was 81.0% for steel fiber ratios of 2.0%.