Extension of bridge cap beams with CFRP composites: Experimental investigation

Cheng Tan, Jia Xu, Riyad Aboutaha

Research output: Contribution to journalConference article

Abstract

As rapid increase of traffic volume, bridge widening has been extensively conducted and studied. Compared to conventional method, such as costructing new bridge piers, extension of cap beam offers a more economical solution for limited amount of bridge widening. This paper presents and experimental investigation of extended pier cap beams reinforced with various Carbon fiber reiforced polymer (CFRP) systems. Four quarter-scaled hammer headed RC cap beams were cast and tested. Failure mode and load-displacement response were evaluated and reported. It was observed that the extened and CFRP reinforced beams exhibited good structural behavior in terms of ultimate strength, stifness and ductility.

Original languageEnglish (US)
Article number052011
JournalIOP Conference Series: Earth and Environmental Science
Volume358
Issue number5
DOIs
StatePublished - Dec 13 2019
Event2019 5th International Conference on Advances in Energy, Environment and Chemical Engineering, AEECE 2019 - Shanghai, China
Duration: Aug 16 2019Aug 18 2019

ASJC Scopus subject areas

  • Environmental Science(all)
  • Earth and Planetary Sciences(all)

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