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...
Saved in:
Main Author: | |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/41241 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
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 |
_version_ |
1822925937938792448 |