Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams-Reference-Cited by-同舟云学术

Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams

Published:2017-01 Issue: Volume:131 Page:231-242
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Barris C.,Torres L.,Vilanova I.,Miàs C.,Llorens M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. FRP reinforcement in RC structures;Féderation International du Béton,2007

2. Design of FRP reinforced concrete beams for serviceability requirements;Barris;J Civ Eng Manage,2012

3. Flexural behavior and serviceability of normal- and high-strength concrete beams reinforced with glass fiber-reinforced polymer bars;El-Nemr;ACI Struct J,2013

4. Experimental response and code models of GFRP RC beams in bending;Pecce;J Compos Constr,2000

5. Flexural behavior of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars;Toutanji;ACI Struct J,2000

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