Stability Analysis of HSD Tank Against Dynamic Response

The existing HSD tank F-6302 has suffered damage in the form of corrosion which has caused the plate thickness to decrease. Developments in analysis methods and tank design standards have an effect on determining the stable capacity of the tank, so it is suspected that this tank is unstable. This st...

Full description

Saved in:
Bibliographic Details
Published in:E3S web of conferences 2024-01, Vol.476, p.1032
Main Authors: Hasibuan, Purwandy, Habibi, Afriandi, Panjaitan, Arief, Hasan, Muttaqin, Saidi, Taufiq
Format: Article
Language:English
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites cdi_FETCH-LOGICAL-c2272-d28f590709d9f306b9433e4fa9583e7958c130300f992a7c45de6b44fcecdb0e3
container_end_page
container_issue
container_start_page 1032
container_title E3S web of conferences
container_volume 476
creator Hasibuan, Purwandy
Habibi, Afriandi
Panjaitan, Arief
Hasan, Muttaqin
Saidi, Taufiq
description The existing HSD tank F-6302 has suffered damage in the form of corrosion which has caused the plate thickness to decrease. Developments in analysis methods and tank design standards have an effect on determining the stable capacity of the tank, so it is suspected that this tank is unstable. This study aims to analyze the stability of the existing HSD tank F-6302 to seismic response. The analysis was carried out by collecting structural property data of the tank, modelling the tank in FEM with a combination approach of finite element model and auxiliary mass, and evaluating the stability value of the tank using the equation issued by API 650:2020 to assess whether the tank is stable or not. The analysis results confirmed that the tank was unstable to earthquake loading. This is shown by the tank anchorage ratio values of 2.59 for the empty condition and 3.21 for the full condition. Both are greater than the stable limit value of 1.54. In the future, it is recommended to perform tank shell design and anchorage design on the tank.
doi_str_mv 10.1051/e3sconf/202447601032
format article
fullrecord <record><control><sourceid>doaj_cross</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_9057fdafb4bf4567a647f0292f5eaaba</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_9057fdafb4bf4567a647f0292f5eaaba</doaj_id><sourcerecordid>oai_doaj_org_article_9057fdafb4bf4567a647f0292f5eaaba</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2272-d28f590709d9f306b9433e4fa9583e7958c130300f992a7c45de6b44fcecdb0e3</originalsourceid><addsrcrecordid>eNpNkMFuwjAQRK2qlYoof9BDfiBlvbZjfETQFiSkSoWerY1jI9OQoDiX_H1pQRWXmdEc3uEx9szhhYPiUy-Sa5swRUApdQEcBN6xEWKhc44S72_2I5ukdAAAjmomQY6Y3vZUxjr2QzZvqB5STFkbstV2me2o-c7me4pN6rPl0NAxuuzTp1PbJP_EHgLVyU-uPWZfb6-7xSrffLyvF_NN7hA15hXOgjKgwVQmCChKI4XwMpBRM-H1OR0XIACCMUjaSVX5opQyOO-qErwYs_WFW7V0sKcuHqkbbEvR_h1tt7fU9dHV3hpQOlQUSlkGqQpNhdQB0GBQnqikM0teWK5rU-p8-OdxsL8u7dWlvXUpfgBEjmdF</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Stability Analysis of HSD Tank Against Dynamic Response</title><source>Publicly Available Content Database</source><creator>Hasibuan, Purwandy ; Habibi, Afriandi ; Panjaitan, Arief ; Hasan, Muttaqin ; Saidi, Taufiq</creator><contributor>Abdullah, N. ; Sungkar, M. ; Ziana, Z. ; Apriandy, F. ; Kasuri, A.R. ; Putri, A. ; Refika, C.D. ; Putritami, K. ; Darma, Y. ; Mubarak, M. ; Asyifa, C.N. ; Fikri, R. ; Salmannur, A. ; Iqbal, K. ; Fisaini, J. ; Chaliqi, L. ; Amalia, Z. ; Meilianda, E.</contributor><creatorcontrib>Hasibuan, Purwandy ; Habibi, Afriandi ; Panjaitan, Arief ; Hasan, Muttaqin ; Saidi, Taufiq ; Abdullah, N. ; Sungkar, M. ; Ziana, Z. ; Apriandy, F. ; Kasuri, A.R. ; Putri, A. ; Refika, C.D. ; Putritami, K. ; Darma, Y. ; Mubarak, M. ; Asyifa, C.N. ; Fikri, R. ; Salmannur, A. ; Iqbal, K. ; Fisaini, J. ; Chaliqi, L. ; Amalia, Z. ; Meilianda, E.</creatorcontrib><description>The existing HSD tank F-6302 has suffered damage in the form of corrosion which has caused the plate thickness to decrease. Developments in analysis methods and tank design standards have an effect on determining the stable capacity of the tank, so it is suspected that this tank is unstable. This study aims to analyze the stability of the existing HSD tank F-6302 to seismic response. The analysis was carried out by collecting structural property data of the tank, modelling the tank in FEM with a combination approach of finite element model and auxiliary mass, and evaluating the stability value of the tank using the equation issued by API 650:2020 to assess whether the tank is stable or not. The analysis results confirmed that the tank was unstable to earthquake loading. This is shown by the tank anchorage ratio values of 2.59 for the empty condition and 3.21 for the full condition. Both are greater than the stable limit value of 1.54. In the future, it is recommended to perform tank shell design and anchorage design on the tank.</description><identifier>ISSN: 2267-1242</identifier><identifier>EISSN: 2267-1242</identifier><identifier>DOI: 10.1051/e3sconf/202447601032</identifier><language>eng</language><publisher>EDP Sciences</publisher><ispartof>E3S web of conferences, 2024-01, Vol.476, p.1032</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2272-d28f590709d9f306b9433e4fa9583e7958c130300f992a7c45de6b44fcecdb0e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><contributor>Abdullah, N.</contributor><contributor>Sungkar, M.</contributor><contributor>Ziana, Z.</contributor><contributor>Apriandy, F.</contributor><contributor>Kasuri, A.R.</contributor><contributor>Putri, A.</contributor><contributor>Refika, C.D.</contributor><contributor>Putritami, K.</contributor><contributor>Darma, Y.</contributor><contributor>Mubarak, M.</contributor><contributor>Asyifa, C.N.</contributor><contributor>Fikri, R.</contributor><contributor>Salmannur, A.</contributor><contributor>Iqbal, K.</contributor><contributor>Fisaini, J.</contributor><contributor>Chaliqi, L.</contributor><contributor>Amalia, Z.</contributor><contributor>Meilianda, E.</contributor><creatorcontrib>Hasibuan, Purwandy</creatorcontrib><creatorcontrib>Habibi, Afriandi</creatorcontrib><creatorcontrib>Panjaitan, Arief</creatorcontrib><creatorcontrib>Hasan, Muttaqin</creatorcontrib><creatorcontrib>Saidi, Taufiq</creatorcontrib><title>Stability Analysis of HSD Tank Against Dynamic Response</title><title>E3S web of conferences</title><description>The existing HSD tank F-6302 has suffered damage in the form of corrosion which has caused the plate thickness to decrease. Developments in analysis methods and tank design standards have an effect on determining the stable capacity of the tank, so it is suspected that this tank is unstable. This study aims to analyze the stability of the existing HSD tank F-6302 to seismic response. The analysis was carried out by collecting structural property data of the tank, modelling the tank in FEM with a combination approach of finite element model and auxiliary mass, and evaluating the stability value of the tank using the equation issued by API 650:2020 to assess whether the tank is stable or not. The analysis results confirmed that the tank was unstable to earthquake loading. This is shown by the tank anchorage ratio values of 2.59 for the empty condition and 3.21 for the full condition. Both are greater than the stable limit value of 1.54. In the future, it is recommended to perform tank shell design and anchorage design on the tank.</description><issn>2267-1242</issn><issn>2267-1242</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNpNkMFuwjAQRK2qlYoof9BDfiBlvbZjfETQFiSkSoWerY1jI9OQoDiX_H1pQRWXmdEc3uEx9szhhYPiUy-Sa5swRUApdQEcBN6xEWKhc44S72_2I5ukdAAAjmomQY6Y3vZUxjr2QzZvqB5STFkbstV2me2o-c7me4pN6rPl0NAxuuzTp1PbJP_EHgLVyU-uPWZfb6-7xSrffLyvF_NN7hA15hXOgjKgwVQmCChKI4XwMpBRM-H1OR0XIACCMUjaSVX5opQyOO-qErwYs_WFW7V0sKcuHqkbbEvR_h1tt7fU9dHV3hpQOlQUSlkGqQpNhdQB0GBQnqikM0teWK5rU-p8-OdxsL8u7dWlvXUpfgBEjmdF</recordid><startdate>20240101</startdate><enddate>20240101</enddate><creator>Hasibuan, Purwandy</creator><creator>Habibi, Afriandi</creator><creator>Panjaitan, Arief</creator><creator>Hasan, Muttaqin</creator><creator>Saidi, Taufiq</creator><general>EDP Sciences</general><scope>AAYXX</scope><scope>CITATION</scope><scope>DOA</scope></search><sort><creationdate>20240101</creationdate><title>Stability Analysis of HSD Tank Against Dynamic Response</title><author>Hasibuan, Purwandy ; Habibi, Afriandi ; Panjaitan, Arief ; Hasan, Muttaqin ; Saidi, Taufiq</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2272-d28f590709d9f306b9433e4fa9583e7958c130300f992a7c45de6b44fcecdb0e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hasibuan, Purwandy</creatorcontrib><creatorcontrib>Habibi, Afriandi</creatorcontrib><creatorcontrib>Panjaitan, Arief</creatorcontrib><creatorcontrib>Hasan, Muttaqin</creatorcontrib><creatorcontrib>Saidi, Taufiq</creatorcontrib><collection>CrossRef</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>E3S web of conferences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hasibuan, Purwandy</au><au>Habibi, Afriandi</au><au>Panjaitan, Arief</au><au>Hasan, Muttaqin</au><au>Saidi, Taufiq</au><au>Abdullah, N.</au><au>Sungkar, M.</au><au>Ziana, Z.</au><au>Apriandy, F.</au><au>Kasuri, A.R.</au><au>Putri, A.</au><au>Refika, C.D.</au><au>Putritami, K.</au><au>Darma, Y.</au><au>Mubarak, M.</au><au>Asyifa, C.N.</au><au>Fikri, R.</au><au>Salmannur, A.</au><au>Iqbal, K.</au><au>Fisaini, J.</au><au>Chaliqi, L.</au><au>Amalia, Z.</au><au>Meilianda, E.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Stability Analysis of HSD Tank Against Dynamic Response</atitle><jtitle>E3S web of conferences</jtitle><date>2024-01-01</date><risdate>2024</risdate><volume>476</volume><spage>1032</spage><pages>1032-</pages><issn>2267-1242</issn><eissn>2267-1242</eissn><abstract>The existing HSD tank F-6302 has suffered damage in the form of corrosion which has caused the plate thickness to decrease. Developments in analysis methods and tank design standards have an effect on determining the stable capacity of the tank, so it is suspected that this tank is unstable. This study aims to analyze the stability of the existing HSD tank F-6302 to seismic response. The analysis was carried out by collecting structural property data of the tank, modelling the tank in FEM with a combination approach of finite element model and auxiliary mass, and evaluating the stability value of the tank using the equation issued by API 650:2020 to assess whether the tank is stable or not. The analysis results confirmed that the tank was unstable to earthquake loading. This is shown by the tank anchorage ratio values of 2.59 for the empty condition and 3.21 for the full condition. Both are greater than the stable limit value of 1.54. In the future, it is recommended to perform tank shell design and anchorage design on the tank.</abstract><pub>EDP Sciences</pub><doi>10.1051/e3sconf/202447601032</doi><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2267-1242
ispartof E3S web of conferences, 2024-01, Vol.476, p.1032
issn 2267-1242
2267-1242
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_9057fdafb4bf4567a647f0292f5eaaba
source Publicly Available Content Database
title Stability Analysis of HSD Tank Against Dynamic Response
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T22%3A58%3A14IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-doaj_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Stability%20Analysis%20of%20HSD%20Tank%20Against%20Dynamic%20Response&rft.jtitle=E3S%20web%20of%20conferences&rft.au=Hasibuan,%20Purwandy&rft.date=2024-01-01&rft.volume=476&rft.spage=1032&rft.pages=1032-&rft.issn=2267-1242&rft.eissn=2267-1242&rft_id=info:doi/10.1051/e3sconf/202447601032&rft_dat=%3Cdoaj_cross%3Eoai_doaj_org_article_9057fdafb4bf4567a647f0292f5eaaba%3C/doaj_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c2272-d28f590709d9f306b9433e4fa9583e7958c130300f992a7c45de6b44fcecdb0e3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true