Author:
Widiyanto Ilham,Prabowo Aditya,Muttaqie Teguh,Muhayat Nurul,Yaningsih Indri,Tjahjana Dominicus,Juwana Wibawa,Miyazaki Takahiko
Abstract
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 ringstiffened. 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.
Publisher
Centre for Evaluation in Education and Science (CEON/CEES)
Subject
Mechanical Engineering,General Engineering,Safety, Risk, Reliability and Quality,Transportation,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering
Reference40 articles.
1. SKK Migas, 2020 Annual Report: Towards 1 Million BOPD & 12 BSCFD in 2030, SKK Migas. (2020);
2. PwC, Oil and Gas in Indonesia. Taxation Guide, (2019);
3. J. Liu, B. Yu, Y. Zhou, Y. Zhang, M. Duan, The buckling of spherical-cylindrical composite shells by external pressure, Compos. Struct. 265 (2021). https://doi.org/10.1016/j.compstruct.2021.113773;
4. B. Wang, M. Yang, D. Zhang, D. Liu, S. Feng, P. Hao, Alternative approach for imperfection-tolerant design optimization of stiffened cylindrical shells via energy barrier method, Thin-Walled Struct. 172 (2022) 108838. https://doi.org/10.1016/j.tws.2021.108838;
5. H.S. Shen, Postbuckling behavior of plates and shells, 2017. https://doi.org/10.1142/10208;
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献