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Advances in Civil Engineering
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2020
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Article
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Tab 6
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Research Article
Out-of-Plane Bending and Shear Behaviors of Steel Plate-Concrete Walls for Nuclear Power Plants
Table 6
Comparison between the test and theoretical results of the out-of-plane bending capacity of steel plate-concrete slabs.
No.
/kN
/kN
/kN
/kN
Failure mode
SC-P4
485.33
348.98
1.39
242.67
229.81
1.06
Bending
SC-P5
733.46
533.12
1.38
366.73
229.81
1.56
Bending