Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2013
/
Article
/
Tab 5
/
Research Article
Mechanical Parameters and Post-Cracking Behaviour of HPFRC according to Three-Point and Four-Point Bending Test
Table 5
Peak loads and strength factors for three-point and four-point bending tests.
Bending test
(mean values)
PC
1%
S.F.
2%
S.F.
kN
kN
ā
kN
ā
Three-point
17.8
39.0
2.19
47.8
2.69
Four-point
15.7
47.9
3.05
77.6
4.94