Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultrathin RPC Layer-Reference-Cited by-同舟云学术

Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultrathin RPC Layer

Published:2013-05 Issue:5 Volume:18 Page:417-428
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shao Xudong¹,Yi Dutao²,Huang Zhengyu¹,Zhao Hua³,Chen Bin²,Liu Menglin⁴

Affiliation:

1. Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

3. Lecturer, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author).

4. Graduate Student, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000348

Reference16 articles.

1. Boersma P. D. and Jong F. B. P. (2003). “Techniques and solutions for rehabilitation of orthotropic steel bridge decks in The Netherlands.” Proc. 10th Int. Conf. and Exhibition for Structural Faults and Repair Transport Research Board Washington DC.

2. Buitelaar P. and Braam C. R. (2006). “Ultra thin white topping to re-strengthen infrastructural structures and pavements.” Proc. 6th Int. DUT Workshop on Fundamental Modeling of Design and Performance of Concrete Pavements Delft Univ. of Technology Netherlands.

3. Microstructural analysis of RPC (Reactive Powder Concrete)

4. European Committee for Standardization (CEN). (1991). “Actions on structure part 2. Traffic loads on bridges.” Eurocode 1 Brussels.

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