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International Journal of Scientific Development and Research - IJSDR
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Authors Name: Ajinkya S. Shah , Yogesh R Suryawanshi
Unique Id: IJSDR1607026
Published In: Volume 1 Issue 7, July-2016
Abstract: Many RCC bridge decks are showing the sign of distress due to corrosion of the reinforcements much before its design life span. Use of fiber reinforced polymer (FRP) bridge deck structures is increasingly rapidly all over the world due to its many advantages over the conventional materials. The FRP bridge deck is lighter, durable, easy to work with, maintenance free and expected to have low life cycle cost. In this dissertation work, the structural behavior of FRP bridge deck structure is studied. FRP bridge deck is a sandwich structure. This configuration dramatically reduces the weight of the deck and also reduces the chances of possible modes of failure due to design loads.first and results obtained are compared with the work done by previous researchers. In all the cases the results obtained by the present FE model compared very well. As such the finite element model is based on ANSYS 16.0 is used to generate many new results for FRP bridge deck subjected to under Indian loading conditions (IRC). The present numerical study should be quite useful for further research and implementation of FRP bridge deck in India in near future.
Keywords: Bridge deck, Fiber reinforced polymers (FRP), Finite element analysis (FEA), Moving load response
Cite Article: "RESPONSE OF FRP BRIDGE DECK STRUCTURE UNDER MOVING LOAD", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.1, Issue 7, page no.158 - 163, July-2016, Available :http://www.ijsdr.org/papers/IJSDR1607026.pdf
Downloads: 0001415
Publication Details: Published Paper ID: IJSDR1607026
Registration ID:160598
Published In: Volume 1 Issue 7, July-2016
DOI (Digital Object Identifier):
Page No: 158 - 163
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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