Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks-Reference-Cited by-同舟云学术

Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks

Published:2006-09 Issue:5 Volume:11 Page:517-525
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Connor Robert J.¹²,Fisher John W.¹²

Affiliation:

1. Assistant Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907 (corresponding author). E-mail: rconnor@purdue.edu

2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015. E-mail: jwf2@lehigh.edu

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%282006%2911%3A5%28517%29

Reference19 articles.

1. AISC. (1938). “The battledeck floor for highway bridges.” Committee on Technical Research Chicago.

2. The Practical Use of Fracture Mechanics

3. Connor R. J. (2002). “A comparison of the in-service response of an orthotropic steel deck with laboratory studies and design assumptions.” Doctor of Philosophy Dissertation Lehigh Univ. Bethlehem Pa.

4. Connor R J.. (2004). “Influence of cutout geometry on stresses at welded rib-to-diaphragm connections in steel orthotropic bridge decks.” Transportation Research Record. 1892 Transportation Research Board Washington D.C. 78–87.

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