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Advances in Civil Engineering
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2020
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Article
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Tab 5
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Research Article
Out-of-Plane Bending and Shear Behaviors of Steel Plate-Concrete Walls for Nuclear Power Plants
Table 5
Comparison between the test and theoretical results of the out-of-plane shear capacity of steel plate-concrete slabs.
No.
/kN
/kN
/kN
/kN
Failure mode
SC-P1
999.86
–
–
–
–
–
Shear failure
SC-P2
998.29
–
–
–
–
–
Shear failure
SC-P3
857.92
581.63
1.47
428.62
229.81
1.87
Shear failure