Ductility and moment redistribution capacity of multi-span T-section concrete beams reinforced with GFRP bars-Reference-Cited by-同舟云学术

Ductility and moment redistribution capacity of multi-span T-section concrete beams reinforced with GFRP bars

Published:2013-12 Issue: Volume:49 Page:949-961
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Santos Pedro,Laranja Gilberto,França Paulo M.,Correia João R.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference40 articles.

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3. ACI committee 440. State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures, ACI 440 R-96. Farmington Hills (Michigan): American Concrete Institute; 1996.

4. Flexural cracks in fiber-reinforced concrete beams with fiber-reinforced polymer reinforcing bars;Lee;ACI Struct J,2010

5. Evaluation of ACI 440 deflection model for fiber-reinforced polymer reinforced concrete beams;Rafi;ACI Struct J,2009

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