Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete-Reference-Cited by-同舟云学术

Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

Published:2001-07 Issue:7 Volume:127 Page:784-791
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen J. F.¹²,Teng J. G.¹²

Affiliation:

1. Lect., School of the Built Environment, The Univ. of Nottingham, Univ. Park, Nottingham NG7 2RD, UK. E-mail: Jianfei.Chen@ Nottingham.ac.uk

2. Prof., Dept. of Civ. and Struct. Engrg., The Hong Kong Polytechnic Univ., Hong Kong, China. E-mail: cejgteng@polyu.edu.hk

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A7%28784%29

Reference39 articles.

1. American Concrete Institute (ACI). ( 1989). “Building code requirements for reinforced concrete.” ACI 318-89 Detroit.

2. Bizindavyi L. and Neale K. W. ( 1997). “Experimental and theoretical investigation of transfer lengths for composite laminates bonded to concrete.” Proc. Annu. Conf. of Can. Soc. for Civ. Engrg. Vol. 6: Struct.—Compos. Mat. Struct. Sys. Telecommunication Towers Sherbrooke Québec Canada 51–60.

3. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

4. Blaschko M. Niedermeier R. and Zilch K. ( 1996). “Bond failure modes of flexural members strengthened with FRP.” Fiber Compos. in Infrastruct. Proc. 2nd Int. Conf. on Compos. in Infrastruct. H. Saadatmanesh and M. R. Ehsani eds. 315–327.

5. British Standards Institution (BSI). ( 1985). “Structural use of concrete Part 1: Code of practice for design and construction.” BSI 8110 London.

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