Cracking and Deformability Analysis of Reinforced Concrete Beams Strengthened with Externally Bonded Carbon Fiber Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

Cracking and Deformability Analysis of Reinforced Concrete Beams Strengthened with Externally Bonded Carbon Fiber Reinforced Polymer Sheets

Published:2004-10 Issue:5 Volume:16 Page:392-399
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Aiello M. A.¹,Ombres L.²

Affiliation:

1. Associate Professor, Dept. of Innovation Engineering, Univ. of Lecce, Via per Monteroni, 73100 Lecce, Italy. E-mail: antonietta.aiello@unile.it

2. Associate Professor, Dept. of Innovation Engineering, Univ. of Lecce, Via per Monteroni, 73100 Lecce, Italy. E-mail: luciano.ombres@unile.it

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282004%2916%3A5%28392%29

Reference20 articles.

1. Improved model for plate-end shear of CFRP strengthened RC beams

2. Load-Deflection Analysis of FRP Reinforced Concrete Flexural Members

3. Cracking analysis of FRP (Fiber Reinforced Polymers) reinforced concrete flexural members;Aiello M. A.;Mech. Compos. Mater.,2000

4. Aiello M.A. and Pecce M. ( 2001) “Experimental bond behaviour between FRP sheets and concrete.” Proc. Int. Conf. on Structural Faults and Repair (CD) London.

5. American Concrete Institute. ( 2001). “Guide for the design and construction of externally bonded FRP systems for strengthening of concrete structures.” Commitee 440 ACI Farmington Hills Mich.

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