![DSpace logo](/jspui/image/logo.gif)
Please use this identifier to cite or link to this item:
http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3688
Title: | Theoretical Approach to Shear Strengthening of Beams |
Authors: | Barai, Sudhir Kumar |
Keywords: | Civil Engineering Shear Strengthening Beam |
Issue Date: | 28-Apr-2018 |
Publisher: | Springer |
Abstract: | The shear strength of RC T-beams with and without GFRP obtained from experimental investigation is compared to the shear strength computed by the guidelines given in different standards such as American Concrete Institute (ACI 318-02), Canadian Standard Association (CSA A23.3-94) and Indian Standard (IS: 456-2000) building codes (without the provision of FRP) and also ACI 440.2R-02 guidelines (with the provision of FRP). Best-fit curves are plotted with the results obtained from the experiments performed on RC T-beams strengthened in shear with GFRP sheets. The effectiveness of RC T-beams strengthened in shear with GFRP sheet may be calculated using the proposed best-fit curves and the design approach proposed by Khalifa |
URI: | https://link.springer.com/chapter/10.1007/978-981-10-7760-9_5 http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3688 |
Appears in Collections: | Department of Civil Engineering |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.