Pullout Strength Models for FRP Anchors in Uncracked Concrete-Reference-Cited by-同舟云学术

Pullout Strength Models for FRP Anchors in Uncracked Concrete

Published:2010-08 Issue:4 Volume:14 Page:406-414
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kim Seo Jin¹²,Smith Scott T.¹²

Affiliation:

1. Senior Research Assistant, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., China; formerly, Ph.D. Candidate, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Broadway, Sydney, New South Wales, Australia.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., China (corresponding author).

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.1943-5614.0000097

Reference41 articles.

1. Tensile Capacity of GFRP Postinstalled Adhesive Anchors in Concrete

2. Aiello M. A. De Lorenzis L. Galati N. and La Tegola A. (2004). “Bond between FRP laminates and curved concrete substrates with anchoring composite spikes.” Proc. Innovative Materials and Technologies for Construction and Restoration (IMTCR 2004) Lecce Italy.

3. American Concrete Institute (ACI). (1985). “Code requirements for nuclear safety related concrete structures.” ACI 349-85 Detroit.

4. American Concrete Institute (ACI). (2001). “Code requirements for nuclear safety related concrete structures and commentary.” ACI 349-01 Detroit.

5. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318M-05 Detroit.

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