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Advances in Civil Engineering
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2020
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Article
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Tab 3
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Research Article
Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre-Reinforced Concrete Systems
Table 3
Concrete damage plasticity model parameters for concrete and UHPFRC.
Material
Dilation angle
Eccentricity
K
Viscosity parameter
Concrete
20
0.1
1.16
0.667
0
UHPFRC
36
0.1
1.16
0.667
0