scholarly journals BUCKLING ASSESSMENT OF SHIP HULL CONSTRUCTION PLATE ELEMENTS UNDER THE SIMULTANEOUS ACTION OF COMPRESSIVE AND SHEAR STRESSES

Author(s):  
Leontiy I. Korostylyov ◽  
Yaroslav O. Martychenko
2020 ◽  
Vol 481 (3) ◽  
pp. 17-24
Author(s):  
Leontiy I. Korostylyov ◽  
Yaroslav O. Martychenko

2021 ◽  
Vol 9 (1) ◽  
pp. 17-24
Author(s):  
Mia Syafrina ◽  
Fandy Bestario Harlan

Construction projects are generally the most high-risk businesses, especially shipbuilding projects. Efforts to reduce the risk can be done by minimizing the potential risk. This study aims to see potential high risk and prevent delays in the completion of ship construction using the Critical Path Method CPM at PT. XYZ. By using the Critical Path Method CPM critical paths can be given more attention so that they will not interfere ship construction projects. In addition, it is also a form of anticipation if there is a delay, it is possible to reschedule.


Author(s):  
Gunnar Solland ◽  
Pa˚l Georg Jensen

The new DNV Recommended Practice on Buckling of Plated Structures (RP-C201) was issued in October 2002. It supersedes the plate part of the widely used DNV Classification Notes 30.1 on Buckling Strength Analysis. The RP covers unstiffened plate elements as well as orthogonal stiffened panels. The recommendations cover both in plane biaxial compression stresses and shear stresses as well as lateral pressure (hydrostatic pressure) even if acting simultaneously. The RP is part of the new series of DNV offshore standards and is intended for design of structures like semi-submersibles, topside structures, FPSOs jack-up rigs etc. The 2004 revision of the Norsok N-004 code will make reference to the RP-C201 with regard to buckling of stiffened plates. The RP is developed on the basis of continuous research activity at DNV within the field of buckling of plated structures for the last 30 years. Feed back from users of Classification Note 30.1 has also been an important element in the development. The result is a new set of design recommendations that leads to more cost effective structures and a more consistent level of structural reliability. This paper describes main features of the RP and the principles for the design checks. It presents the range of application and the background for the various recommendations. Also included are comparisons to other codes and laboratory test.


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