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ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM

Currently, more than 80% of Malaysia’s offshore platforms are aged 30-40 years which is beyond the design life of 25 years. Structural assessments are needed to gauge the platforms for the extended use. The two common methods widely used are the simplified ultimate strength analysis and static pusho...

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Main Authors: Sambu Potty, Narayanan, Fawwaz Ahmad Sohaimi, Ahmad
Format: Non-Citation Index Journal
Published: 2013
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utp.edu.my/11037/1/Paper%202.pdf
http://eprints.utp.edu.my/11037/
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spelling my.utp.eprints.110372017-03-20T01:59:21Z ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM Sambu Potty, Narayanan Fawwaz Ahmad Sohaimi, Ahmad TA Engineering (General). Civil engineering (General) Currently, more than 80% of Malaysia’s offshore platforms are aged 30-40 years which is beyond the design life of 25 years. Structural assessments are needed to gauge the platforms for the extended use. The two common methods widely used are the simplified ultimate strength analysis and static pushover analysis. Simplified ultimate strength is attained when any of member, joint, pile steel strength and pile soil bearing capacity reaches its ultimate capacity. This is the platform’s ultimate strength. Static pushover analysis generally concentrates on RSR (Reserve Strength Ratio) and RRF (Reserve Resistance Factor) for the ultimate strength. This report summarizes a study of the ultimate strength of jacket platforms designed using API RP2A-WSD 21st Edition (2000) using SACS software with the module for Full Plastic Collapse Analysis. Two types of analyses have been carried out. First the ultimate strength of jacket platform with different number of legs is determined and in the second part the collapse load of platforms for different bracing configuration is studied. The non-linear pushover analysis is done by programming the software to analyze the structure with a set of incremental load until the structure collapses. The non-linear analysis module will distribute the load to alternative load paths available within the jacket framework until the structure collapse or have excessive deformation. In order to cater to uncertainties and distribution of data, several criteria of platform site location, age of service, type of platform, number of legs and other critical-related characteristics were considered. From the first phase of study, it is seen that \ a platform with more legs has higher ultimate strength compared to less number of legs. Hence a bigger jacket platform with eight legs is stiffer than smaller platform. The bracing configuration study shows that the X-bracing contributes highest rigidity to the whole platform by retaining the platform until the highest load compared to other configurations. 2013-12 Non-Citation Index Journal PeerReviewed application/pdf http://eprints.utp.edu.my/11037/1/Paper%202.pdf Sambu Potty, Narayanan and Fawwaz Ahmad Sohaimi, Ahmad (2013) ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM. [Non-Citation Index Journal] http://eprints.utp.edu.my/11037/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Sambu Potty, Narayanan
Fawwaz Ahmad Sohaimi, Ahmad
ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM
description Currently, more than 80% of Malaysia’s offshore platforms are aged 30-40 years which is beyond the design life of 25 years. Structural assessments are needed to gauge the platforms for the extended use. The two common methods widely used are the simplified ultimate strength analysis and static pushover analysis. Simplified ultimate strength is attained when any of member, joint, pile steel strength and pile soil bearing capacity reaches its ultimate capacity. This is the platform’s ultimate strength. Static pushover analysis generally concentrates on RSR (Reserve Strength Ratio) and RRF (Reserve Resistance Factor) for the ultimate strength. This report summarizes a study of the ultimate strength of jacket platforms designed using API RP2A-WSD 21st Edition (2000) using SACS software with the module for Full Plastic Collapse Analysis. Two types of analyses have been carried out. First the ultimate strength of jacket platform with different number of legs is determined and in the second part the collapse load of platforms for different bracing configuration is studied. The non-linear pushover analysis is done by programming the software to analyze the structure with a set of incremental load until the structure collapses. The non-linear analysis module will distribute the load to alternative load paths available within the jacket framework until the structure collapse or have excessive deformation. In order to cater to uncertainties and distribution of data, several criteria of platform site location, age of service, type of platform, number of legs and other critical-related characteristics were considered. From the first phase of study, it is seen that \ a platform with more legs has higher ultimate strength compared to less number of legs. Hence a bigger jacket platform with eight legs is stiffer than smaller platform. The bracing configuration study shows that the X-bracing contributes highest rigidity to the whole platform by retaining the platform until the highest load compared to other configurations.
format Non-Citation Index Journal
author Sambu Potty, Narayanan
Fawwaz Ahmad Sohaimi, Ahmad
author_facet Sambu Potty, Narayanan
Fawwaz Ahmad Sohaimi, Ahmad
author_sort Sambu Potty, Narayanan
title ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM
title_short ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM
title_full ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM
title_fullStr ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM
title_full_unstemmed ULTIMATE STRENGTH ASSESSMENT FOR FIXED STEEL OFFSHORE PLATFORM
title_sort ultimate strength assessment for fixed steel offshore platform
publishDate 2013
url http://eprints.utp.edu.my/11037/1/Paper%202.pdf
http://eprints.utp.edu.my/11037/
_version_ 1738655923957661696
score 13.211869

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