Limitations in fatigue strength evaluation of the web-flange connection of steel runway beams – a review

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dc.citation.epage87
dc.citation.issue2
dc.citation.journalTitleТеорія та будівельна практика
dc.citation.spage81
dc.citation.volume6
dc.contributor.affiliationНаціональний університет “Львівська політехніка”
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.authorСамчук, Р. А.
dc.contributor.authorХміль, Р. Є.
dc.contributor.authorSamchuk, Roman
dc.contributor.authorKhmil, Roman
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2025-11-04T09:42:45Z
dc.date.created2024-02-27
dc.date.issued2024-02-27
dc.description.abstractУ цьому дослідженні розглядається сучасний стан досліджень та обмеження щодо міцності на втому з'єднань стінки та фланців у сталевих балках підкранового шляху мостових кранів. У ньому оцінюються ключові фактори, що впливають на міцність на втому, включаючи поведінку напруження-деформації, класифікації надрізів та різні конфігурації стінки та фланців (зварні, прокатані, комбіновані). Дослідження підкреслює необхідність точної оцінки довговічності на втому, особливо для нових та старих конструкцій, побудованих за спрощеними стандартами. Ключові результати показують вплив класифікацій надрізів та взаємодії напружень, спричинених силами згину, розтягу та стиску. Дослідження має на меті вдосконалити методи розрахунку, пропонуючи рекомендації щодо вдосконалення методів перевірки втоми, а також оцінюючи ефективність конфігурацій з'єднань у досягненні бажаної довговічності на втому. Практичні наслідки вказують на підвищення довговічності сталевих балок підкранового шляху завдяки кращому прогнозуванню довговічності на втому та аналізу локалізованих напружень.
dc.description.abstractThis study reviews the current state of research and limitations on the fatigue strength of web-flange connections in steel runway beams for overhead cranes. It evaluates key factors influencing fatigue strength, including stress-strain behavior, notch classifications, and various web-flange configurations (welded, rolled, combined). The research stresses the need for accurate fatigue life assessments, particularly for both new and older structures built with simplified standards. Key findings show the impact of notch classifications and stress interactions due to bending, tensile, and compressive forces. The study aims to improve calculation methods, offering recommendations for refining fatigue verification techniques, and assesses connection configurations' effectiveness in achieving desired fatigue life. The practical implications point to increased steel crane runway beams' durability through better fatigue life prediction and localized stress analysis.
dc.format.extent81-87
dc.format.pages7
dc.identifier.citationSamchuk R. Limitations in fatigue strength evaluation of the web-flange connection of steel runway beams – a review / Roman Samchuk, Roman Khmil // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2024. — Vol 6. — No 2. — P. 81–87.
dc.identifier.citationenSamchuk R. Limitations in fatigue strength evaluation of the web-flange connection of steel runway beams – a review / Roman Samchuk, Roman Khmil // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2024. — Vol 6. — No 2. — P. 81–87.
dc.identifier.doidoi.org/10.23939/jtbp2024.02.081
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/117190
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofТеорія та будівельна практика, 2 (6), 2024
dc.relation.ispartofTheory and Building Practice, 2 (6), 2024
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dc.relation.referencesMelchers, R.E., & Beck, A.T. (2018). Structural reliability analysis and prediction (3rd edition). Hoboken, NJ: Wiley https://doi.org/10.1002/9781119266105
dc.relation.referencesNEN-EN 13001-3-1 Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure. Brussels : CEN, 2018
dc.relation.referencesEN 1993-1-9 (2005): Eurocode 3. Design of steel structures - Part 1-9: Fatigue. Brussels : CEN, 2005
dc.relation.referencesEN 1991-3 (2006): Eurocode 1. Actions on structures - Part 3: Actions induced by cranes and machinery. Brussels : CEN, 2006
dc.relation.referencesEN 1993-6 (2007): Eurocode 3. Design of steel structures - Part 6: Crane supporting structures. Brussels : CEN, 2007
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dc.relation.referencesDIN 15018 Cranes - Principles relating to steel structures. Brussels : ISO, 1984.
dc.relation.referencesNEN 2019 Cranes - The metal structure. Delft: NNI, 1984.
dc.relation.referencesFEM 1.001 Rules for th design of hoisting appliances. Paris: Technical Committee of the F.E.M, 1987
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dc.relation.referencesPollak, R.D. and Palazotto, A.N. A comparison of maximum likelihood models for fatigue strength
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dc.relation.referencesPetrosian O.M. Vplyv ekspluatatsiinykh chynnykiv na napruzhenyi stan verkhnoi zony stinky pidkranovoi balky. Natsionalna biblioteka Ukrainy imeni V.I. Vernadskoho.2002. Retrieved from: http://www.irbis-nbuv.gov.ua/publ/REF-0000221996
dc.relation.referencesO. Caglayan et al. Fatigue life prediction of existing crane runway girders. Journal of Constructional Steel Research. 2010. Vol. 66, No. 10, pp. 1164-1173. Retrieved from: https://doi.org/10.1016/j.jcsr.2010.04.009
dc.relation.referencesTong X. et al. Fatigue Strength of End-Coped Crane Runway Girders. Journal of Structural Engineering. 2007. Retrieved from: DOI: 10.1061/(ASCE)0733-9445(2007)133:12(1783)
dc.relation.referencesKettler M., Kiem F., Unterweger H. Local stresses in retrofitted crane runway girders with boxed upper flange due to eccentric wheel loading. Structures. 2020. Vol. 25, pp. 646-659. Retrieved from: https://doi.org/10.1016/j.istruc.2020.03.024
dc.relation.referencesKettler M. et al. Laboratory and numerical tests on real crane runway girder with box section. Journal of Constructional Steel Research. 2019. Vol. 160, pp. 540-558. Retrieved from: https://doi.org/10.1016/j.jcsr.2019.06.002
dc.relation.referencesKettler M. et al. Local stresses in webs of crane runway girders: Tests and numerical calculations. Journal of Constructional Steel Research. 2017. Vol. 139, pp. 188-201. Retrieved from: https://doi.org/10.1016/j.jcsr.2017.09.016
dc.relation.referencesenTransparency Market Research. Overhead Crane Market. Wilmington : Transparency Market Research, Inc., 2021. Retrieved from: https://www.transparencymarketresearch.com/overhead-cranes-market.html
dc.relation.referencesenMelchers, R.E., & Beck, A.T. (2018). Structural reliability analysis and prediction (3rd edition). Hoboken, NJ: Wiley https://doi.org/10.1002/9781119266105
dc.relation.referencesenNEN-EN 13001-3-1 Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure. Brussels : CEN, 2018
dc.relation.referencesenEN 1993-1-9 (2005): Eurocode 3. Design of steel structures - Part 1-9: Fatigue. Brussels : CEN, 2005
dc.relation.referencesenEN 1991-3 (2006): Eurocode 1. Actions on structures - Part 3: Actions induced by cranes and machinery. Brussels : CEN, 2006
dc.relation.referencesenEN 1993-6 (2007): Eurocode 3. Design of steel structures - Part 6: Crane supporting structures. Brussels : CEN, 2007
dc.relation.referencesenDBN V.2.6-198:2014 zi zminoiu No 1: Stalevi konstruktsii. Normy proektuvannia. Vyd. ofits. Kyiv: Ministerstvo rehionalnoho rozvytku ta budivnytstva Ukrainy, 2022
dc.relation.referencesenDBN V.1.2-2:2006: Systema zapezpecheennia nadiynosti ta bezpeky budivelnyh obiektiv. Navantazhennia i vplyvy. Normy proektuvannia. Vyd. ofits. Kyiv: Ministerstvo rehionalnoho rozvytku ta budivnytstva Ukrainy, 2006.
dc.relation.referencesenDIN 15018 Cranes - Principles relating to steel structures. Brussels : ISO, 1984.
dc.relation.referencesenNEN 2019 Cranes - The metal structure. Delft: NNI, 1984.
dc.relation.referencesenFEM 1.001 Rules for th design of hoisting appliances. Paris: Technical Committee of the F.E.M, 1987
dc.relation.referencesenIIW document IIW-1823-07 ex XIII-2151r4-07/XV-1254r4-07: Recommendations for Fatigue Design of Welded Joints and Components. Valid from 2008-12-01. Paris: IIW, 2008.
dc.relation.referencesenRykaluk K. , Hotała E. Inicjowanie pęknięć zmęczeniowych w blachownicowych belkach podsuwnicowych. Materiały Budowlane. 2014. Retrieved from: https://www.materialybudowlane.info.pl/images/2014/05/84-86.pdf
dc.relation.referencesenCitarelli S., Feldmann M. Derivation of a new fatigue class for top flange to web junctions of runway beams. Procedia Structural Integrity. 2019. Vol. 19, pp. 336-345. Retrieved from: https://doi.org/10.1016/j.prostr.2019.12.037
dc.relation.referencesenD'Angelo, L. Probabilistic approach for fatigue evaluation of welded connections with application to road steel bridges. Thèse n. 6827. 2015. Retrieved from: https://infoscience.epfl.ch/server/api/core/bitstreams/0a0ad4c4-1a6d-46b...
dc.relation.referencesenD'Angelo et al. S-N-P Fatigue Curves using Maximum Likelihood. Eurosteel. 2014. Retrieved from: https://core.ac.uk/download/pdf/148007903.pdf
dc.relation.referencesenPollak, R.D. and Palazotto, A.N. A comparison of maximum likelihood models for fatigue strength
dc.relation.referencesencharacterization in materials exihibiting a fatigue limit. Probabilistic Engineering Mechanics. 2009. Vol. 24, pp. 236-241. Retrieved from: https://doi.org/10.1016/j.probengmech.2008.06.006
dc.relation.referencesenPolus Ł., Chybiński M., Kurzawa Z. Local vertical compressive stress in the crane runway beam web. Budownictwo i Architektura. 2022. Vol. 21, No. 4, pp. 051-066. Retrieved from: https://doi.org/10.35784/bud-arch.3231
dc.relation.referencesenMarcinczak K. Redukcja naprężeń w środniku belki podsuwnicowej. Builder 9. 2017. Retrieved from: file:///C:/Users/Roman%20Samchuk/Downloads/Marcinczak_K_Redukcja_9_2017.pdf
dc.relation.referencesenRykaluk K., Marcinczak K., Rowiński S. Fatigue hazards in welded plate crane runway girders - Locations, causes and calculations. Archives of Civil and Mechanical Engineering. 2018. Vol. 18, No. 1, pp. 69-82. Retrieved from: https://doi.org/10.1016/j.acme.2017.05.003
dc.relation.referencesenPetrosian O.M. Vplyv ekspluatatsiinykh chynnykiv na napruzhenyi stan verkhnoi zony stinky pidkranovoi balky. Natsionalna biblioteka Ukrainy imeni V.I. Vernadskoho.2002. Retrieved from: http://www.irbis-nbuv.gov.ua/publ/REF-0000221996
dc.relation.referencesenO. Caglayan et al. Fatigue life prediction of existing crane runway girders. Journal of Constructional Steel Research. 2010. Vol. 66, No. 10, pp. 1164-1173. Retrieved from: https://doi.org/10.1016/j.jcsr.2010.04.009
dc.relation.referencesenTong X. et al. Fatigue Strength of End-Coped Crane Runway Girders. Journal of Structural Engineering. 2007. Retrieved from: DOI: 10.1061/(ASCE)0733-9445(2007)133:12(1783)
dc.relation.referencesenKettler M., Kiem F., Unterweger H. Local stresses in retrofitted crane runway girders with boxed upper flange due to eccentric wheel loading. Structures. 2020. Vol. 25, pp. 646-659. Retrieved from: https://doi.org/10.1016/j.istruc.2020.03.024
dc.relation.referencesenKettler M. et al. Laboratory and numerical tests on real crane runway girder with box section. Journal of Constructional Steel Research. 2019. Vol. 160, pp. 540-558. Retrieved from: https://doi.org/10.1016/j.jcsr.2019.06.002
dc.relation.referencesenKettler M. et al. Local stresses in webs of crane runway girders: Tests and numerical calculations. Journal of Constructional Steel Research. 2017. Vol. 139, pp. 188-201. Retrieved from: https://doi.org/10.1016/j.jcsr.2017.09.016
dc.relation.urihttps://www.transparencymarketresearch.com/overhead-cranes-market.html
dc.relation.urihttps://doi.org/10.1002/9781119266105
dc.relation.urihttps://www.materialybudowlane.info.pl/images/2014/05/84-86.pdf
dc.relation.urihttps://doi.org/10.1016/j.prostr.2019.12.037
dc.relation.urihttps://infoscience.epfl.ch/server/api/core/bitstreams/0a0ad4c4-1a6d-46b..
dc.relation.urihttps://core.ac.uk/download/pdf/148007903.pdf
dc.relation.urihttps://doi.org/10.1016/j.probengmech.2008.06.006
dc.relation.urihttps://doi.org/10.35784/bud-arch.3231
dc.relation.urifile:///C:/Users/Roman%20Samchuk/Downloads/Marcinczak_K_Redukcja_9_2017.pdf
dc.relation.urihttps://doi.org/10.1016/j.acme.2017.05.003
dc.relation.urihttp://www.irbis-nbuv.gov.ua/publ/REF-0000221996
dc.relation.urihttps://doi.org/10.1016/j.jcsr.2010.04.009
dc.relation.urihttps://doi.org/10.1016/j.istruc.2020.03.024
dc.relation.urihttps://doi.org/10.1016/j.jcsr.2019.06.002
dc.relation.urihttps://doi.org/10.1016/j.jcsr.2017.09.016
dc.rights.holder© Національний університет “Львівська політехніка”, 2024
dc.rights.holder© Samchuk R., Khmil R., 2024
dc.subjectз’єднання полички та стінки
dc.subjectпідкранові балки
dc.subjectвтомна міцність
dc.subjectНДС
dc.subjectдовговічність
dc.subjectтріщиноутворення
dc.subjectweb-flange connection
dc.subjectrunway beams
dc.subjectfatigue strength
dc.subjectstress-strain state
dc.subjectdurability
dc.subjectcrack formation
dc.titleLimitations in fatigue strength evaluation of the web-flange connection of steel runway beams – a review
dc.title.alternativeОбмеження в оцінці втомної міцності з’єднання полички та стінки сталевих підкранових балок – огляд
dc.typeArticle

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Theory and Building Practice. – 2024. – Vol. 6, No. 2