Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect

Major repair or regular inspection of the large capacity thin‐walled tankages is very expensive. Steel cylindrical tanks are an individual case of the thin‐walled tankages. The common calculation of the tanks by analytical and numerical methods is not difficult. Strengthening the places, where...

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Main Authors: Konstantin Rasiulis, Kęstutis Gurkšnys
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2010-06-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:https://journals.vgtu.lt/index.php/JCEM/article/view/5940
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spelling doaj-02f44309c8ed4d88ba744cda2e7d0f392021-07-02T05:55:31ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052010-06-01162Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defectKonstantin Rasiulis0Kęstutis Gurkšnys1Vilnius Gediminas Technical University, Saulėtekio al. 11, LT-10223 Vilnius, LithuaniaVilnius Gediminas Technical University, Saulėtekio al. 11, LT-10223 Vilnius, Lithuania Major repair or regular inspection of the large capacity thin‐walled tankages is very expensive. Steel cylindrical tanks are an individual case of the thin‐walled tankages. The common calculation of the tanks by analytical and numerical methods is not difficult. Strengthening the places, where a perfect calculated form is disturbed, that is, at the spots of in‐cuts, hatches, defects etc. is a responsible part of the design of such constructions. The problems of prevention of defects during the operation period and repairs, as well as possibility to assure quickly the safety of defective places of the constructions are more important than the common calculations. The main objective of the presented investigations is to identify stress/strain state of the wall tank with local imperfections from the ideal cylindrical surface, taking into account the membrane theory of the shells by using the finite element's method. Santrauka Didelio tūrio statiniu remontai arba net profilaktines apžiūros yra gana brangūs procesai. Metalines cilindrines talpyklos priskiriamos prie atskiros tūriniu plonasieniu konstrukciju grupes. Talpyklu reguliariu konstrukciju analitiniai ar skaitiniai skaičiavimai nera sudetingi. Bet tokiu vietu, kaip konstrukciju jungčiu bei technologines irangos prijungimo projektavi‐mas ar konstrukciju defektu analize yra gerokai svarbesne projektavimo dalis. Defektu prevencija naudojant talpyklas, taip pat defektuotu vietu sustiprinimas yra svarbesnis nei bendrieji talpyklu skaičiavimai. Šio darbo tikslas ‐ nustatyti realaus objekto cilindrines talpyklos sieneles su geometrinemis lokaliomis nuokrypomis itempiu ir deformaciju būvi pagal memb‐ranine kevalu skaičiavimo teorija, taikant baigtiniu elementu metoda. First Published Online: 24 Jun 2011 Reikšminiai žodžiai: plienine cilindrine talpykla, defektas, skaitinis modelis, baigtinis elementas, itempiu ir deformaciju būvis https://journals.vgtu.lt/index.php/JCEM/article/view/5940tankdefectstress concentration factorregression analysis
collection DOAJ
language English
format Article
sources DOAJ
author Konstantin Rasiulis
Kęstutis Gurkšnys
spellingShingle Konstantin Rasiulis
Kęstutis Gurkšnys
Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
Journal of Civil Engineering and Management
tank
defect
stress concentration factor
regression analysis
author_facet Konstantin Rasiulis
Kęstutis Gurkšnys
author_sort Konstantin Rasiulis
title Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
title_short Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
title_full Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
title_fullStr Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
title_full_unstemmed Analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
title_sort analyses of the stress intensity of the cylindrical tank wall at the place of the geometrical defect
publisher Vilnius Gediminas Technical University
series Journal of Civil Engineering and Management
issn 1392-3730
1822-3605
publishDate 2010-06-01
description Major repair or regular inspection of the large capacity thin‐walled tankages is very expensive. Steel cylindrical tanks are an individual case of the thin‐walled tankages. The common calculation of the tanks by analytical and numerical methods is not difficult. Strengthening the places, where a perfect calculated form is disturbed, that is, at the spots of in‐cuts, hatches, defects etc. is a responsible part of the design of such constructions. The problems of prevention of defects during the operation period and repairs, as well as possibility to assure quickly the safety of defective places of the constructions are more important than the common calculations. The main objective of the presented investigations is to identify stress/strain state of the wall tank with local imperfections from the ideal cylindrical surface, taking into account the membrane theory of the shells by using the finite element's method. Santrauka Didelio tūrio statiniu remontai arba net profilaktines apžiūros yra gana brangūs procesai. Metalines cilindrines talpyklos priskiriamos prie atskiros tūriniu plonasieniu konstrukciju grupes. Talpyklu reguliariu konstrukciju analitiniai ar skaitiniai skaičiavimai nera sudetingi. Bet tokiu vietu, kaip konstrukciju jungčiu bei technologines irangos prijungimo projektavi‐mas ar konstrukciju defektu analize yra gerokai svarbesne projektavimo dalis. Defektu prevencija naudojant talpyklas, taip pat defektuotu vietu sustiprinimas yra svarbesnis nei bendrieji talpyklu skaičiavimai. Šio darbo tikslas ‐ nustatyti realaus objekto cilindrines talpyklos sieneles su geometrinemis lokaliomis nuokrypomis itempiu ir deformaciju būvi pagal memb‐ranine kevalu skaičiavimo teorija, taikant baigtiniu elementu metoda. First Published Online: 24 Jun 2011 Reikšminiai žodžiai: plienine cilindrine talpykla, defektas, skaitinis modelis, baigtinis elementas, itempiu ir deformaciju būvis
topic tank
defect
stress concentration factor
regression analysis
url https://journals.vgtu.lt/index.php/JCEM/article/view/5940
work_keys_str_mv AT konstantinrasiulis analysesofthestressintensityofthecylindricaltankwallattheplaceofthegeometricaldefect
AT kestutisgurksnys analysesofthestressintensityofthecylindricaltankwallattheplaceofthegeometricaldefect
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