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Advances in Civil Engineering
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Advances in Civil Engineering
/
2020
/
Article
/
Tab 5
/
Research Article
A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks
Rebars through an Experimental-Numerical Approach
Table 5
Predicted results for tested composite beams.
ā
U60-LS
U50
U60
U70
Cracking strength (kN)
Test
76.8
66.8
70.2
84.5
Calculation
86.57
79.83
80.54
80.83
Ultimate strength (kN)
Test
164
71.8
76.9
103.6
Calculation
214.71
96.73
97.27
97.51
Failure pattern
ā
Local crushing
Flexural
Flexural
Shear