Corrosion Pipe Analysis Based on ASME B31.G (2012)

The energy of humans are increasing over time, especially in the use of oil and gas. Before human use the energy, it needs to be processed first, but not all energy sources are close to energy processing sites or energy users, such as oil and gas, so an effective transmission and distribution sys...

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Main Author: Barry Alfian, Fikri
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/41241
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:41241
spelling id-itb.:412412019-08-01T10:03:27ZCorrosion Pipe Analysis Based on ASME B31.G (2012) Barry Alfian, Fikri Indonesia Final Project ASME B31.G, corrosion, pipe assessment, FFS. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/41241 The energy of humans are increasing over time, especially in the use of oil and gas. Before human use the energy, it needs to be processed first, but not all energy sources are close to energy processing sites or energy users, such as oil and gas, so an effective transmission and distribution system is needed. Pipes are effective equipment for distributing oil and gas. Pipe interaction with the environment will cause defects in the pipe which can cause failure in the piping system, one of the cause of failure in the piping system is corrosion. In this research, an evaluation of 102 km pipelines from offshore facilities to onshore facilities, corroded pipes are located in the pipe area buried from onshore to offshore facilities. The valuation method used in this study refers to the 2012 standard ASME B31.G level 0 to level 3. In the level 3 assessment, the analysis was carried out with numerical simulations using Autopipe software for stress analysis on pipe installations and Ansys for stress analysis in the pipe segment with analysis criteria that refer to API 579 FFS Part 4. The results of the pipe assessment from level 1 to level 3 indicate that the pipe meets the criteria, so that it can be concluded that the corroded pipe can be operated. In this research, the age prediction of pipe operation is also based on API 579 FFS Part 4 with operating conditions and defects at the end of the inspection with a constant corrosion rate of 0.05 mm / year and the pipe is still allowed to operate for 2.7 years. The calculation results are based on API 579 Part 2. The maximum pressure that is held by the corrosion pipe is 822.1 psig, and the recommended method for corrosion pipes is recoating. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The energy of humans are increasing over time, especially in the use of oil and gas. Before human use the energy, it needs to be processed first, but not all energy sources are close to energy processing sites or energy users, such as oil and gas, so an effective transmission and distribution system is needed. Pipes are effective equipment for distributing oil and gas. Pipe interaction with the environment will cause defects in the pipe which can cause failure in the piping system, one of the cause of failure in the piping system is corrosion. In this research, an evaluation of 102 km pipelines from offshore facilities to onshore facilities, corroded pipes are located in the pipe area buried from onshore to offshore facilities. The valuation method used in this study refers to the 2012 standard ASME B31.G level 0 to level 3. In the level 3 assessment, the analysis was carried out with numerical simulations using Autopipe software for stress analysis on pipe installations and Ansys for stress analysis in the pipe segment with analysis criteria that refer to API 579 FFS Part 4. The results of the pipe assessment from level 1 to level 3 indicate that the pipe meets the criteria, so that it can be concluded that the corroded pipe can be operated. In this research, the age prediction of pipe operation is also based on API 579 FFS Part 4 with operating conditions and defects at the end of the inspection with a constant corrosion rate of 0.05 mm / year and the pipe is still allowed to operate for 2.7 years. The calculation results are based on API 579 Part 2. The maximum pressure that is held by the corrosion pipe is 822.1 psig, and the recommended method for corrosion pipes is recoating.
format Final Project
author Barry Alfian, Fikri
spellingShingle Barry Alfian, Fikri
Corrosion Pipe Analysis Based on ASME B31.G (2012)
author_facet Barry Alfian, Fikri
author_sort Barry Alfian, Fikri
title Corrosion Pipe Analysis Based on ASME B31.G (2012)
title_short Corrosion Pipe Analysis Based on ASME B31.G (2012)
title_full Corrosion Pipe Analysis Based on ASME B31.G (2012)
title_fullStr Corrosion Pipe Analysis Based on ASME B31.G (2012)
title_full_unstemmed Corrosion Pipe Analysis Based on ASME B31.G (2012)
title_sort corrosion pipe analysis based on asme b31.g (2012)
url https://digilib.itb.ac.id/gdl/view/41241
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