Cracking Mechanism and Simplified Design Method for Bottom Flange in Prestressed Concrete Box Girder Bridge-Reference-Cited by-同舟云学术

Cracking Mechanism and Simplified Design Method for Bottom Flange in Prestressed Concrete Box Girder Bridge

Published:2011-03 Issue:2 Volume:16 Page:267-274
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xiang Yiqiang¹²¹,Tang Guobin¹²¹,Liu Chengxi¹²¹

Affiliation:

1. Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China.

2. Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China (corresponding author).

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.1943-5592.0000151

Reference18 articles.

1. Numerical study of some post-cracking material parameters affecting nonlinear solutions in RC deep beams

2. Chatelain J. Godart B. and Duchene J. L. (1990). “Detection diagnosis and monitoring of cracked prestressed concrete bridges.” Proc. 2nd NATO Advanced Research Workshop on Bridge Evaluation Repair and Rehabilitation A. S. Nowark ed. Kluwer Academic 145–159.

3. China Academy of Building Research. (2004). “Technical specification for cast-in-place hollow concrete floor system.” CECS175 Beijing.

4. The Ministry of Communications of P.R. China (MCPRC). (2004). “Code for design of highway reinforced concrete and prestressed concrete bridges and culverts.” JTG D62-2004 Beijing.

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