Effect of Temperature Fluctuation and Severe Environments on Durability of CFRP Strands

Author:

Grace Nabil F.1ORCID,Mohamed Mohamed E.2ORCID,Chynoweth Mattew3,Kose Noriaki4,Bebawy Mena5

Affiliation:

1. Dean, College of Engineering, Lawrence Technological Univ., Southfield, MI 48075. ORCID: .

2. Graduate Research Assistant & Ph.D. Candidate, Center of Innovative Materials Research (CIMR), Lawrence Technological Univ., Southfield, MI 48075 (corresponding author). ORCID: .

3. Chief Bridge Engineer & Director, Bureau of Bridges & Structures, Michigan Dept. of Transportation (MDOT), Lansing, MI 48933.

4. Manager, CFCC Civil Engineering & Construction Divisions, Tokyo Rope International Inc., Tokyo 103-8306, Japan.

5. Associate Professor, Dept. of Civil & Architectural Engineering, Lawrence Technological Univ., Southfield, MI 48075.

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. AASHTO. 2017. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 2004. Prestressing concrete structures with FRP tendons. ACI 440.4R-04. Farmington Hills, MI: ACI.

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

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

5. ASTM. 2012. Standard test method for transition temperatures and enthalpies of fusion and crystallization of polymers by differential scanning calorimetry. ASTM D3418-12. West Conshohocken, PA: ASTM.

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