Experimental investigation of high-cycle fatigue behavior for prestressed concrete box-girders

Author:

Yuan Ming,Yan Donghuang,Zhong Hao,Liu Yongming

Funder

National Basic Research Program of China

National Science Fund of China

National Science Fund of Hunan Province

Changsha University of Science & Technology

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. The cause of cracking in post-tensioned concrete box girder bridges and retrofit procedures;Podolny;Pci J.,1985

2. High-cycle fatigue of diagonally cracked reinforced concrete bridge girders: field tests;Higgins;J. Bridge Eng.,2006

3. High-cycle fatigue of diagonally cracked RC bridge girders: laboratory tests;Higgins;J. Bridge Eng.,2007

4. American Concrete Institute, ACI Standard building code requirements for reinforced concrete (ACI 318-63), The Institute, 1963.

5. American Association of State Highway and Transportation Officials (AASHTO), Standard specifications for highway bridges, 2002, 17th ed., AASHTO, Washington, D.C.

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