Measurement and Analysis of Cracking Behaviour of RC Beams Strengthened with NSM CFRP Strips Using Digital Image Correlation-Reference-Cited by-同舟云学术

Measurement and Analysis of Cracking Behaviour of RC Beams Strengthened with NSM CFRP Strips Using Digital Image Correlation

Published:2021-11-27 Issue: Volume: Page:1645-1656
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Barris Cristina^ORCID,Gómez Javier^ORCID,Zubillaga Paula,Perera Ricardo^ORCID,Jahani Younes^ORCID,Torres Lluís^ORCID

Publisher

Springer International Publishing

Link

https://link.springer.com/content/pdf/10.1007/978-3-030-88166-5_143

Reference17 articles.

1. ACI 440.2R-17 (2017) Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute, United States of America

2. Al-Saawani MA, El-Sayed AK, Al-Negheimish AI (2017) Crack width prediction for concrete beams strengthened with carbon FRP composites. J Compos Constr 21(5):04017023

3. ASTM C469/C469M (2010) Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM International

4. Barris C, Torres L, Vilanova I, Miàs C, Llorens M (2017) Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams. Eng Struct 131:231–242

5. Ceroni F, Pecce M, Matthys S (2004) Tension stiffening of RC ties strengthened with externally bonded FRP sheets. ASCE J Compos Constr 8(1):22–32

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1. Suitability of DIC in capturing flexural behaviour of as-built and CFRP-strengthened RC beams;Canadian Journal of Civil Engineering;2024-09-01

2. Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement;Journal of Composites for Construction;2023-04