Fatigue Resistance of HPS-485 W (70 W) Welded Butt-Splice Connections Using Narrow Gap Improved Electroslag Welding-Reference-Cited by-同舟云学术

Fatigue Resistance of HPS-485 W (70 W) Welded Butt-Splice Connections Using Narrow Gap Improved Electroslag Welding

Published:2009-11 Issue:6 Volume:14 Page:529-536
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Bennett Caroline R.¹²³,Swanson James A.¹²³,Linzell Daniel G.¹²³

Affiliation:

1. Assistant Professor, The Univ. of Kansas, 1530 W. 15th St., 2150 Learned Hall, Lawrence, KS 66045 (corresponding author).

2. Associate Professor, The Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.

3. Associate Professor, The Pennsylvania State Univ., 231L Sackett Building, University Park, PA 16802.

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%282009%2914%3A6%28529%29

Reference35 articles.

1. AASHTO. (2003). Guide specification for highway bridge fabrication with HPS 70 W (HPS 485 W) steel AASHTO Washington D.C.

2. AASHTO. (2007). LRFD bridge design specifications SI units AASHTO Washington D.C.

3. Adonyi Y. (2000). “Weldability of high performance steels.” Proc. Conf. on Steel Bridge Design and Construction for the New Millennium National Bridge Research Organization (NaBRO) Baltimore Md.

4. American Iron and Steel Institute (AISI). (2004). “HPS scoreboard.” ⟨http://www.steel.org/infrastructure/pdfs/29-HPS%20Scoreboard%2002-02-04.xls.

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