Fracture Properties of CFRP–Concrete Bond Subjected to Three Environmental Conditions-Reference-Cited by-同舟云学术

Fracture Properties of CFRP–Concrete Bond Subjected to Three Environmental Conditions

Published:2016-08 Issue:4 Volume:20 Page:04016010
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kabir Muhammad Ikramul¹,Samali Bijan²,Shrestha Rijun³

Affiliation:

1. Laboratory Technical Assistant, Institute for Infrastructure Engineering, Western Sydney Univ., Kingswood, NSW 2747, Australia (corresponding author).

2. Professor, Institute for Infrastructure Engineering, Western Sydney Univ., Kingswood, NSW 2747, Australia.

3. Lecturer, Centre for Built Infrastructure Research, Univ. of Technology, Sydney, Ultimo, NSW 2007, Australia.

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.1943-5614.0000665

Reference43 articles.

1. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M West Conshohocken PA.

2. ASTM. (2010). “Standard practice for heat aging of plastics without load.” ASTM D3045-92 West Conshohocken PA.

3. Size Effect and Fracture Characteristics of Composite Laminates

4. Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays

5. Boyajian D. M. (2002). “Mode I fracture and durability of the CFRP-concrete interface bond.” Ph.D. thesis West Virginia Univ. Morgantown WV.

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