Early-Age Cracking in High Performance Concrete Decks of a Curved Steel Girder Bridge-Reference-Cited by-同舟云学术

Early-Age Cracking in High Performance Concrete Decks of a Curved Steel Girder Bridge

Author:

Xia Ye¹,Nassif Hani²,Su Dan³

Affiliation:

1. Assistant Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, Piscataway, NJ 08854.

3. Visiting Assistant Professor, Dept. of Civil and Environmental Engineering, Lamar Univ., Beaumont, TX 77710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

Reference18 articles.

1. ABAQUS 6.12 [Computer software]. HibbitKarlsson and Sorensen Pawtucket RI.

2. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

3. Solutions to concrete bridge deck cracking;Babaei K.;Concr. Int.,1997

4. Chang F. K. (2005). “Structural health monitoring.” Proc. 5th Int. Workshop on Structural Health Monitoring Stanford Univ. Stanford CA.

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