Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete-Reference-Cited by-同舟云学术

Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete

Published:2015-03-11 Issue:3 Volume:12 Page:411-429
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Cao Junhui¹,Shao Xudong¹,Zhang Zhe¹,Zhao Hua¹

Affiliation:

1. Department of Bridge Engineering, Hunan University, Changsha, Hunan 410082, P.R. China

Funder

National Natural Science Foundation of China

Department of Education of Hunan Province of China

Ministry of Transport of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2015.1019894

Reference34 articles.

1. ANSYS Inc. (2012). ANSYS mechanical APDL structural analysis guide. Canonsburg, PA: Author.

2. BuitelaarP. & BraamR. (2008). Heavy reinforced ultra thin white topping of high performance concrete for re-strengthening and rehabilitation of structures and pavements. In Proceedings of the 8th International Symposium on Utilization of High-Strength and High-Performance Concrete, Tokyo, Japan. Chiyodaku, Tokyo: Japan Concrete Institute. Retrieved from http://download.contec-aps.com/uploads/tx_mpdownloadcenter/pp_fp_2008_001_eng.pdf.

3. BuitelaarP., BraamR. & KaptijnN. (2004). Reinforced high performance concrete overlay system for rehabilitation and strengthening of orthotropic steel bridge decks. In Proceedings of the 1st International Orthotropic Bridge Conference, Sacramento, CA, USA (pp. 384–401). Reston, VA: American Society of Civil Engineering.

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

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