Analisis Tekuk Lateral Pipa Gas Bawah Laut

Jurnal Teknik Sipil

卷:23

Ricky Lukman Tawekal¹  Fitrotul Laeli Hidayaturrohmah² 

[1] Kelompok Keahlian Teknik Lepas Pantai, Fakultas Teknik Sipil dan Lingkungan, Institut Teknologi Bandung;

[2] Program Studi Sarjana Teknik Kelautan, Fakultas Teknik Sipil dan Lingkungan, Institut Teknologi Bandung;

关键词: Lateral buckling;    Global buckling;   

DOI  :  10.5614/jts.2016.23.2.8

来源: DOAJ

【 摘 要 】

To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur.

【 授权许可】

Unknown