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http://dx.doi.org/10.14775/ksmpe.2021.20.01.080

A Study on the Buckling Strength of Stern Skeg Shell Plate  

Choi, Kyung-Shin (School of Mechanical Design Engineering, Changwon National University)
Seol, Sang-Seok (School of Mechanical Design Engineering, Changwon National University)
Kim, Jin-Woo (School of Mechanical Design Engineering, Changwon National University)
Kong, Seok-Hwan (School of Mechanical Design Engineering, Changwon National University)
Chung, Won-Jee (School of Mechanical Design Engineering, Changwon National University)
Publication Information
Journal of the Korean Society of Manufacturing Process Engineers / v.20, no.1, 2021 , pp. 80-87 More about this Journal
Abstract
Most container ships are currently being constructed as Ultra-Large Container Ships. Hence, the equipment of the ships is also becoming relatively large. In particular, propellers, rudders, and rudder stocks are large in the stern structure, and in relation, efficient design of the hull structures to safely secure these parts is important. The bottom shell plate surface of a stern skeg is a perforated plate from which the rudder stock penetrates, so it is an important component for the stern structure. In this paper, to determine the critical buckling of the shell plate, an interaction curve equation for the two-axis compression of the shell plate was derived using the maximum value of the static structural stress multiplier in a load multiplier mode. This equation predicts the timing of the buckling occurrence. By analyzing this interaction curve equation, the buckling behavior of the plates subjected to a combination load was determined and the usefulness of applying it to ship building was investigated.
Keywords
Aspect Ratio; Critical Stress; Commercial Finite Element; Critical Buckling Stress; Rudder Force; Buckling Behavior Phenomenon;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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