Shear Modulus of Cylindrical CFRP Tendons Exposed to Moisture-Reference-Cited by-同舟云学术

Shear Modulus of Cylindrical CFRP Tendons Exposed to Moisture

Published:2015-06 Issue:3 Volume:19 Page:04014059
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Toumpanaki Eleni¹,Lees Janet M.²,Terrasi Giovanni P.³

Affiliation:

1. Ph.D. Candidate, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K. (corresponding author).

2. Reader in Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

3. Head, Laboratory for Mechanical Systems Engineering, Swiss Federal Laboratories for Materials Science and Technology (EMPA), Überlandstrasse 129, 8600 Dübendorf, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000521

Reference44 articles.

1. Interlaminar and intralaminar durability characterization of wet layup carbon/epoxy used in external strengthening

2. Thermal expansion and swelling of cured epoxy resin used in graphite/epoxy composite materials

3. American Concrete Institute (ACI). (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1-R06 American Concrete Institute Farmington Hills MI.

4. Effect of post-curing on properties of carbon fibre–epoxy composites

5. ASTM. (2008). “Standard test method for shear modulus at room temperature.” E143-02 West Conshohocken PA.

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