International Journal of Civil and Structural Engineering

Volume 1 Issue 3 2010          Pages: 440 - 448

Evaluation of Shear Strain Distribution In Polypropylene Fiber Reinforced Cement Concrete Moderate Deep Beams

Author Information:

Vinu R.Patel  Assistant Professor in Applied Mechanics Department, Faculty of Tech. & Engg.,M.S.Uni.,Vadodara

Pandya.I.I  Associate Professor in Applied Mechanics Department, Faculty of Tech. & Engg.,M.S.Uni.,Vadodara

ABSTRACT

This paper describes a study on evaluation of shear strain and its variation as well as distribution across the width and depths in Polypropylene Fiber Reinforced Cement Concrete (PPFRC) moderate deep beams having span-to-depth ratio 2.0, 2.4, 3.0 and 4.0. Using micro mechanical measuring device a complete shear strain distribution-variation along with its response to the load deflection, crack patterns and modes of failures were studied experimentally. Twelve beams were tested and results of shear strain variation along vertical axis were plotted at various sections. Parabolic nature of shear stain distribution was observed along the vertical axis of plains situated at various depths.           

Keywords: Polypropylene Fiber Reinforced Cement Concrete (PPFRC), Moderate deep beam, crack patterns, modes of failures

doi:10.6088/ijcser.00202010035.

Copyright: © 2010 by the author(s), licensee Integrated Publishing Association . This is an open-access article distributed under the terms of the Creative Commons Attribution License (3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

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