Analysis of an Orthotropic Deck Stiffened with a Cement-Based Overlay-Reference-Cited by-同舟云学术

Analysis of an Orthotropic Deck Stiffened with a Cement-Based Overlay

Published:2007-05 Issue:3 Volume:12 Page:350-363
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Walter Rasmus¹²³⁴,Olesen John F.¹²³⁴,Stang Henrik¹²³⁴,Vejrum Tina¹²³⁴

Affiliation:

1. Dept. of Civil Engineering, Technical Univ. of Denmark, DK-2800 Kgs. Lyngby, Denmark. E-mail: rw@byg.dtu.dk

2. Associate professor, Dept. of Civil Engineering, Technical Univ. of Denmark, DK-2800 Lyngby, Denmark. E-mail: jfo@byg.dtu.dk

3. Professor, Head of Section, Dept. of Civil Engineering, Technical Univ. of Denmark, DK-2800 Lyngby, Denmark. E-mail: hs@byg.dtu.dk

4. Senior Project Manager, COWI A/S, Parallelvej 2, DK-2800 Kgs. Lyngby, Denmark. E-mail: tve@cowi.dk

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%282007%2912%3A3%28350%29

Reference36 articles.

1. Battista R. and Pfeil M. (2000). “Stranghening fatigue cracked orthotropic decks with composite layers.” Proc. Annual Technical Session and Meeting Structural Stability Research Council 376–389.

2. Crack band theory for fracture of concrete

3. Buitelaar P. (2002). “Ultra thin heavy reinforced high performance concrete overlays.” Proc. 6th Int. Symp. on Utilization of High Strength/High Performance Concrete 1577–1590.

4. Buitelaar P. Braam C. R. and Kaptaijn N. (2003). “Reinforced high performance concrete overlay system for steel bridges.” Proc. 5th Int. CROW-Workshop on Fundamental Modelling of the Design and Performance of Concrete Pavements.

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