Thermal Incompatibility Between CFRP Tendons and Concrete

Author:

Maluk Cristian1ORCID,Bisby Luke2,Terrasi Giovanni P.3

Affiliation:

1. School of Civil Engineering, Univ. of Queensland, Australia; Advanced Engineering Building, Staff House Rd., St. Lucia 4072, Australia; Semper, 20 Farringdon St., London EC4A 4BL, UK (corresponding author). ORCID: . Email:

2. School of Engineering, Univ. of Edinburgh, William Rankine Building, The King’s Buildings, Edinburgh EH9 3FB, UK.

3. EMPA Dübendorf, Zurich, Switzerland, EMPA, Überlandstrasse 129, Dübendorf, Uster CH-8600, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference30 articles.

1. Concrete cover requirements for FRP reinforced members in hot climates

2. ACI (American Concrete Institute). 2015. Guide for the design and construction of concrete reinforced with FRP bars. ACI 440.1R-15. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318-19. Farmington Hills, MI: ACI.

4. Concrete Cover Failure in FRP Reinforced Beams under Thermal Loading

5. Effects of thermal loads on concrete cover of fibre-reinforced polymer reinforced elements: Theoretical and experimental analysis;Aiello M. A.;ACI Mater. J.,2001

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