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Journals
Architecture, Civil Engineering, Environment
Volume 11 (2018): Issue 1 (March 2018)
Open Access
An Advanced Approach to Derive the Constitutive Law of Uhpfrc
Tamás MÉSZÖLY
Tamás MÉSZÖLY
and
Norbert RANDL
Norbert RANDL
| Apr 01, 2019
Architecture, Civil Engineering, Environment
Volume 11 (2018): Issue 1 (March 2018)
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Published Online:
Apr 01, 2019
Page range:
89 - 96
Received:
Jun 25, 2017
Accepted:
Mar 05, 2018
DOI:
https://doi.org/10.21307/acee-2018-009
Keywords
UHPC
,
Steel fibre reinforcement
,
Constitutive law
,
DIC measurement
,
Statistical analysis
,
Inverse analysis
© 2018 Tamás Mészöly et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Figure 1.
Density with 0%, 1% and 2% fibres
Figure 2.
Density development in time
Figure 3.
Compressive strength of the mixtures
Figure 4.
Compressive strength development
Figure 5.
28 days comp. strength vs. density
Figure 6.
Modulus of elasticity vs. density
Figure 7.
28 days splitting tensile strength
Figure 8.
Splitting tensile strength vs. density
Figure 9.
Effect of the compacting
Figure 10.
Compressive stress-strain relation
Figure 11.
Post-peak behaviour
Figure 12.
Crack pattern from the DIC measurement (left: with 1%, right: with 2% of fibres)
Figure 13.
Flexural stress-deflection curves
Figure 14.
Movement measurements
Figure 15.
Crack measurements
Figure 16.
Crack measurements
Figure 17.
Tensile stress-crack opening
Figure 18.
Tensile stress-strain relation