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Shear Capacity of CFRP Posttensioned Grouted Transverse Joints under Concentrated Loads

  • Published:2016-07 Issue:7 Volume:21 Page:04016040
  • ISSN:1084-0702
  • Container-title:Journal of Bridge Engineering
  • language:en
  • Short-container-title:J. Bridge Eng.

Author:

Weber Erika D.1,Pantelides Chris P.2,Reaveley Lawrence D.3

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC 28223.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 110 Central Campus Dr., Salt Lake City, UT 84112 (corresponding author).

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Utah, 110 Central Campus Dr., Salt Lake City, UT 84112.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Repair of reinforced concrete deep beams using post-tensioned CFRP rods

2. Federal Highway Administration. (2014). “Prefabricated bridge elements and systems.” 〈http://www.fhwa.dot.gov/bridge/abc/prefab_def.cfm〉.

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