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Residual stress development in railroad rails – a parametric study

Data publikacji: 21.12.2014

Czasopismo Techniczne, 2014, Budownictwo Zeszyt 6-B (21) 2014 , s. 84 - 94

https://doi.org/10.4467/2353737XCT.14.382.3693

Autorzy

Michał Pazdanowski
Institute for Computational Civil Engineering, Faculty of Civil Engineering, Cracow University of Technology
https://orcid.org/0000-0003-1344-1342 Orcid
Wszystkie publikacje autora →

Tytuły

Residual stress development in railroad rails – a parametric study

Abstrakt

This paper presents the results of a parametric study undertaken to analyse the influence that changes in the material model and contact zone parameters may have on residual stress levels. A simplified shakedown based mechanical model is used to estimate the residual stress distributions due to simulated contact loads. An information on final shakedown state of the rail subjected to given loading program is obtained at a substantially reduced computational cost compared to the standard incremental analysis. A 50% increase in peak contact pressure may increase the longitudinal residual stress level by over 700%. The dependence of peak residual stresses on changes in the hardening ratio is almost linear, while the dependence of peak residual stresses on changes in the yield limit indicates a quadratic relationship. The research indicates that in future applications, a simplified treatment of the rail/wheel interface is justified, as long as the peak pressure in the contact zone is estimated correctly. The residual stresses in rails induced by service conditions may reach very high values, on a par with the material yield limit. This effect is aggravated by the operating procedure of increasing wheel axle loads.

Bibliografia

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Informacje

Informacje: Czasopismo Techniczne, 2014, Budownictwo Zeszyt 6-B (21) 2014 , s. 84 - 94

Typ artykułu: Oryginalny artykuł naukowy

Tytuły:

Polski:

Residual stress development in railroad rails – a parametric study

Angielski:

Residual stress development in railroad rails – a parametric study

Autorzy

https://orcid.org/0000-0003-1344-1342

Michał Pazdanowski
Institute for Computational Civil Engineering, Faculty of Civil Engineering, Cracow University of Technology
https://orcid.org/0000-0003-1344-1342 Orcid
Wszystkie publikacje autora →

Institute for Computational Civil Engineering, Faculty of Civil Engineering, Cracow University of Technology

Publikacja: 21.12.2014

Status artykułu: Otwarte __T_UNLOCK

Licencja: Żadna

Udział procentowy autorów:

Michał Pazdanowski (Autor) - 100%

Korekty artykułu:

-

Języki publikacji:

Angielski