Istrazivanja i projektovanja za privreduJournal of Applied Engineering Science


DOI: 10.5937/jaes0-38728 
This is an open access article distributed under the CC BY 4.0
Creative Commons License

Volume 20 article 1016 pages: 1103-1121

Ilham Widiyanto
Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia

Aditya Rio Prabowo*
Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia

Teguh Muttaqie
Research Center for Hydrodynamics Tech., National Research and Innovation Agency (BRIN), Surabaya 60112, Indonesia

Nurul Muhayat
Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia

Indri Yaningsih*
Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia

Dominicus Danardono Dwi Pria Tjahjana
Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia

Wibawa Endra Juwana
Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia

Takahiko Miyazaki
Thermal Energy Conversion System Laboratory, Interdisciplinary Graduate School of Engineering Sciences, Kyushu University, Fukuoka 816-8580, Japan

The world's oil and gas sectors are diverse. They utilize offshore pipes to generate millions of barrels of oil and gas to meet global energy demands. In this study we identified the critical buckling load that occurred on a cylinder shell (also known as radial buckling). Offshore pipe design must meet several criteria, one of which is the requirement for pipes to withstand the external hydrostatic pressure of seawater. The overall buckling load is calculated using the axial compression loading and the pressure on the entire surface of the cylinder shell (radial compression). The finite element analysis (FEA) method is used in our simulation. FEA is run using ABAQUS/CAE software with the Riks algorithm. Different types of cylinder shells are used in the simulation: unstiffened, stringer-stiffened, and ring-stiffened. The cylinder shell is loaded based on the depth of the installation. The material composition of the shell is varied with API 5L X65, copper-nickel alloy, and HY100 steel. The diameter sizes used are 28" (711.2 mm), 30" (762 mm), and 32" (812.8 mm). The simulation results show a critical buckling load for each variation. The critical buckling load is determined by the Young's modulus, geometric length, and moment of inertia. Based on the critical buckling loads generated, we also identify which cylinder shell composition is the strongest.

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This research was funded by Universitas Sebelas Maret under funding scheme Kolaborasi Internasional (KI-UNS) with contract/grant number 254/UN27.22/PT.01.03/2022. The grant is gratefully acknowledged by authors.

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