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Temperature-induced curl behavior of prestressed concrete and its effect on railroad crossties

  • Published:2016-07 Issue: Volume:115 Page:319-326
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Wolf Henry E.,Qian Yu,Edwards J. Riley,Dersch Marcus S.,Lange David A.

Funder

Union Pacific Railroad

Federal Railroad Administration

United States Department of Transportation

UIUC Railroad Engineering Program

Hanson Professional Services

George Krambles Transportation Scholarship Fund

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference15 articles.

1. Temperature response of concrete pavements;Armaghani;Transp. Res. Rec.,1987

2. Analysis of concrete pavement responses to temperature and wheel loads measured from intrumented slabs;Yu;Transp. Res. Rec.,1998

3. Characterizing effective built-in curling from concrete pavement field measurements;Rao;J. Transp. Eng.,2005

4. Thermal Effects in Concrete Bridge Superstructures;Imbsen,1985

5. Effects of temperature variations on precast, prestressed concrete bridge girders;Barr;J. Bridge Eng.,2005

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