A design model for fibre reinforced concrete beams pre-stressed with steel and FRP bars

This paper presents a design oriented model to determine the moment-curvature relationship of elements of rectangular cross section failing in bending, made by strain softening or strain hardening fibre reinforced concrete (FRC) and reinforced with perfectly bonded pre-stressed steel and fibre reinf...

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Bibliographic Details
Main Author: Barros, Joaquim A. O. (author)
Other Authors: Taheri, Mahsa (author), Salehian, Hamidreza (author), Mendes, Pedro J. D. (author)
Format: article
Language:eng
Published: 2012
Subjects:
Fibre reinforced concrete
Strain hardening
Flexural reinforcement
Pre-stressed steel bars
Pre-stressed FRP bars
Strain softening
Science & Technology
Online Access:http://hdl.handle.net/1822/21513
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/21513

Internet

http://hdl.handle.net/1822/21513

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