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Fatigue behavior of corroded prestressed concrete beams

  • Published:2016-03 Issue: Volume:106 Page:198-208
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Zhang Weiping,Liu Xiguang,Gu Xianglin

Funder

National Basic Research Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. CEB-FIP, Durability of post-tensioning tendons. Lausanne: fib, 2005.

2. ACI Committee 222, Corrosion of prestressing steels. Farmington Hills, American Concrete Institute, 2010.

3. Deformation of segmental post-tensioned precast bridges as a result of corrosion of the tendons;Woodward;Proc. Inst. Civ. Eng.,1991

4. American Society of Civil Engineers (ASCE), Report Card for America’s Infrastructure, 2013.

5. Effect of pitting corrosion on capacity of prestressing wires;Darmawan;Mag. Concr. Res.,2010
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