Shear Load Testing of Carbon Fiber Reinforced Polymer Strengthened Double Tee Beams in Precast Parking Garage
Abstract
This paper discusses the procedure and results from in-situ load tests performed on strengthened double tee beams in a precast parking garage. The load tests were performed to evaluate and confirm the performance of the double tees after the members had been strengthened in shear. Carbon FRP sheets were used as shear reinforcement at a 0/90° combination on the stem of each double tee. Load tests were performed on twenty double tees at various locations and floor levels of the parking structure. Each complete load test, including assembling and dismantling of the test equipment, was completed in approximately three hours. Results indicate that the shear strengthening systems increased the capacity of the double tee beams to meet the design load requirements.
Recommended Citation
M. Mettemeyer et al., "Shear Load Testing of Carbon Fiber Reinforced Polymer Strengthened Double Tee Beams in Precast Parking Garage," American Concrete Institute, ACI Special Publication, vol. SP thru 188, pp. 1063 - 1072, American Concrete Institute, Aug 1999.
Department(s)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Load testing; Prestressed concrete; Shear; Strengthening; Structural performance; Tiber reinforced polymers
International Standard Book Number (ISBN)
978-087031687-6
International Standard Serial Number (ISSN)
0193-2527
Document Type
Article - Conference proceedings
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 American Concrete Institute, All rights reserved.
Publication Date
01 Aug 1999