Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory

A series of steel fibre reinforced self-consolidating concrete (SFRSCC) beams have been tested to investigate the influence of steel fibres and the combined effect of fibres and stirrups on the deflection and cracking, ultimate loads and failure pattern. The experiment indicates that the shear stren...

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Bibliographic Details
Main Author: Ding, Yining (author)
Other Authors: Zhang Fasheng (author), Pacheco-Torgal, F. (author), Zhang Yulin (author)
Format: article
Language:eng
Published: 2012
Subjects:
Steel fibres
Modified compression field theory
Self-consolidating concrete beam
Shear capacity
Hybrid effect
Science & Technology
Online Access:http://hdl.handle.net/1822/19793
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/19793

Internet

http://hdl.handle.net/1822/19793

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