Probabilistic approach to evaluate fatigue safety status in steel railway bridges

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

Abstract

Adequacy of the Eurocode’s partial factor for fatigue design of steel joints in railway bridges is investigated in this study. The main uncertain parameters on the load side of the limit state function are studied and their influences on the reliability index are investigated through a sensitivity analysis.

LanguageEnglish
Title of host publicationProceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019
EditorsB. De Pauw, D. Leonetti, H.H. Snijder, B. De Pauw
PublisherBelgian and Dutch National Groups of IABSE
Pages36-37
Number of pages2
ISBN (Electronic)9789038647302
StatePublished - 2019
EventBelgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019 - Eindhoven, Netherlands
Duration: 15 Mar 201916 Mar 2019

Conference

ConferenceBelgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019
Abbreviated titleYEC2019
CountryNetherlands
CityEindhoven
Period15/03/1916/03/19

Fingerprint

Steel bridges
Sensitivity analysis
Fatigue of materials
Steel

Keywords

  • Fatigue
  • Partial factor
  • Reliability analysis
  • Steel Railway Bridge

Cite this

Hashemi, B., Maljaars, J., & Snijder, B. (2019). Probabilistic approach to evaluate fatigue safety status in steel railway bridges. In B. De Pauw, D. Leonetti, H. H. Snijder, & B. De Pauw (Eds.), Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019 (pp. 36-37). Belgian and Dutch National Groups of IABSE.
Hashemi, Bahman ; Maljaars, Johan ; Snijder, Bert. / Probabilistic approach to evaluate fatigue safety status in steel railway bridges. Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019. editor / B. De Pauw ; D. Leonetti ; H.H. Snijder ; B. De Pauw. Belgian and Dutch National Groups of IABSE, 2019. pp. 36-37
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title = "Probabilistic approach to evaluate fatigue safety status in steel railway bridges",
abstract = "Adequacy of the Eurocode’s partial factor for fatigue design of steel joints in railway bridges is investigated in this study. The main uncertain parameters on the load side of the limit state function are studied and their influences on the reliability index are investigated through a sensitivity analysis.",
keywords = "Fatigue, Partial factor, Reliability analysis, Steel Railway Bridge",
author = "Bahman Hashemi and Johan Maljaars and Bert Snijder",
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pages = "36--37",
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booktitle = "Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019",
publisher = "Belgian and Dutch National Groups of IABSE",

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Hashemi, B, Maljaars, J & Snijder, B 2019, Probabilistic approach to evaluate fatigue safety status in steel railway bridges. in B De Pauw, D Leonetti, HH Snijder & B De Pauw (eds), Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019. Belgian and Dutch National Groups of IABSE, pp. 36-37, Belgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019, Eindhoven, Netherlands, 15/03/19.

Probabilistic approach to evaluate fatigue safety status in steel railway bridges. / Hashemi, Bahman; Maljaars, Johan; Snijder, Bert.

Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019. ed. / B. De Pauw; D. Leonetti; H.H. Snijder; B. De Pauw. Belgian and Dutch National Groups of IABSE, 2019. p. 36-37.

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

TY - GEN

T1 - Probabilistic approach to evaluate fatigue safety status in steel railway bridges

AU - Hashemi,Bahman

AU - Maljaars,Johan

AU - Snijder,Bert

PY - 2019

Y1 - 2019

N2 - Adequacy of the Eurocode’s partial factor for fatigue design of steel joints in railway bridges is investigated in this study. The main uncertain parameters on the load side of the limit state function are studied and their influences on the reliability index are investigated through a sensitivity analysis.

AB - Adequacy of the Eurocode’s partial factor for fatigue design of steel joints in railway bridges is investigated in this study. The main uncertain parameters on the load side of the limit state function are studied and their influences on the reliability index are investigated through a sensitivity analysis.

KW - Fatigue

KW - Partial factor

KW - Reliability analysis

KW - Steel Railway Bridge

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M3 - Conference contribution

SP - 36

EP - 37

BT - Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019

PB - Belgian and Dutch National Groups of IABSE

ER -

Hashemi B, Maljaars J, Snijder B. Probabilistic approach to evaluate fatigue safety status in steel railway bridges. In De Pauw B, Leonetti D, Snijder HH, De Pauw B, editors, Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019. Belgian and Dutch National Groups of IABSE. 2019. p. 36-37.