Relaxation in High-Strength Bolted Connections Using Galvanized Steel-Reference-Cited by-同舟云学术

Relaxation in High-Strength Bolted Connections Using Galvanized Steel

Published:2000-05 Issue:2 Volume:5 Page:99-106
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yang Jun¹²³⁴,DeWolf John T.¹²³⁴

Affiliation:

1. Member, ASCE

2. Fellow, ASCE

3. Res. Asst., Dept. of Civ. Engrg., Univ. of Connecticut, Storrs, CT 06269

4. Prof., Dept. of Civ. Engrg., Univ. of Connecticut, Storrs, CT.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282000%295%3A2%2899%29

Reference18 articles.

1. Birkemore P. C. and Herrschaft D. C. ( 1970). “Bolted galvanized bridges: Engineering acceptance near.” Civ. Engrg . ASCE 40(4) 42–46.

2. “Surface treatment of high strength bolted joints.”;Brookhart G. C.;J. Struct. Div,1968

3. “Coefficient of friction of faying surfaces subjected to various corrosion protective treatments.” (1967). Rep. 2 Office of Research and Experiments of the International Union of Railways Utrecht The Netherlands.

4. DeWolf J. T. and Yang J. (1998). “Relaxation in high-strength bolted connections using galvanized steel.” Final Rep. No. 97-4 Connecticut Department of Transportation Rocky Hill Conn.

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