2021
DOI: 10.1016/j.oceaneng.2021.109633
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Experimental and numerical analysis of ultimate compressive strength of long-span stiffened panels

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Cited by 13 publications
(4 citation statements)
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“…The location of the plated grillage on the actual ship was shown in Figure 1. Referring to the existing research findings [28,29] and the site equipment conditions, the geometric and plate thickness scaling ratios were determined to be 1:4 and 1:2, respectively. The dimensions of the plated grillage and the parts were shown in Figure 2.…”
Section: Specimensmentioning
confidence: 99%
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“…The location of the plated grillage on the actual ship was shown in Figure 1. Referring to the existing research findings [28,29] and the site equipment conditions, the geometric and plate thickness scaling ratios were determined to be 1:4 and 1:2, respectively. The dimensions of the plated grillage and the parts were shown in Figure 2.…”
Section: Specimensmentioning
confidence: 99%
“…In the previous experiments on the combined opening girders, it was found that the structure would fail in a complex manner such as instability and local buckling under the central vertical load applied from the plate [39]. Most of the existing plated grillage experiments focused on the failure behavior under longitudinal and transverse compressive loads, ignoring the effect of vertical bending loads from the plate [28,29]. Therefore, two loading conditions were designed.…”
Section: Simulation Settingsmentioning
confidence: 99%
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“…A uniaxial load is applied at all the nodes along the loading edge, and the ultimate load of the stiffened panel is determined from the peak value of the uniaxial load. This boundary condition is widely used in the ultimate compressive analysis of stiffened panels [40][41][42][43].…”
Section: Numerical Modellingmentioning
confidence: 99%