A design model for fibre reinforced concrete bending elements with longitudinal pre-stressed steel and FRP bars

A close form solution to calculate the moment-curvature and load-deflection response of strain-softening and strain-hardening fibre reinforced concrete (FRC) elements failing in bending and reinforced longitudinally with pre-stressed steel and fibre reinforce polymer (FRP) bars is presented. This hy...

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Bibliographic Details
Main Author: Taheri, Mahsa (author)
Other Authors: Barros, Joaquim A. O. (author), Salehian, Hamidreza (author)
Format: conferencePaper
Language:eng
Published: 2012
Subjects:
Tensile-strain softening
Tensile-strain hardening
Pre-stressing
Fibre reinforced concrete
Moment-curvature response
Load-deflection response.
Online Access:http://hdl.handle.net/1822/21574
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/21574

Internet

http://hdl.handle.net/1822/21574

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