Fatigue characteristics of continuous welded rails and the effect of residual stress on fatigue-ratchetting interaction | Kütüphane.osmanlica.com

Fatigue characteristics of continuous welded rails and the effect of residual stress on fatigue-ratchetting interaction

İsim Fatigue characteristics of continuous welded rails and the effect of residual stress on fatigue-ratchetting interaction
Yazar Mansouri, Deniz, Şendur, Polat, Yapıcı, Güney Güven
Basım Tarihi: 2020-03-16
Basım Yeri - Taylor & Francis
Konu Fatigue, Ratchetting, Continuous welded rails, Hardening, Plastic strain
Tür Süreli Yayın
Dil İngilizce
Dijital Evet
Yazma Hayır
Kütüphane: Özyeğin Üniversitesi
Demirbaş Numarası 1537-6494
Kayıt Numarası 9708b591-5c89-40b7-b964-f6a66c70211b
Lokasyon Mechanical Engineering
Tarih 2020-03-16
Örnek Metin The importance of ratchetting-fatigue interaction is garnering interest due to complex failure mechanism of rail welds under cyclic loading. The objective of this paper is to investigate the fatigue characteristics of continuous welded rails (CWRs) and the effect of residual stress on fatigue-ratchetting interaction. For this purpose, UIC60 rails have been modeled using a three-dimensional finite element model, including a combination of nonlinear kinematic and isotropic hardening. In addition, the interaction between cyclic loading and the effect of residual stress on fatigue is taken into consideration. Finite element model is validated against representative experimental findings. Smith-Watson-Topper (SWT) method is utilized in order to estimate the fatigue life of rail welds under static and cyclic loading. Lower fatigue life is predicted with increasing load due to the contact between rails and wheels. Simulation results also show that failure in the form of ratchetting occurs during the 10,236th cycle, while failure corresponds to the 15,290th cycle and the 145,161st cycle based on the SWT and Coffin-Manson fatigue models, respectively. These findings suggest that investigations on ratchetting and fatigue should be carried out simultaneously to estimate the failure of the CWRs.
DOI 10.1080/15376494.2018.1480820
Cilt 27
Kaynağa git Özyeğin Üniversitesi Özyeğin Üniversitesi
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Fatigue characteristics of continuous welded rails and the effect of residual stress on fatigue-ratchetting interaction

Yazar Mansouri, Deniz, Şendur, Polat, Yapıcı, Güney Güven
Basım Tarihi 2020-03-16
Basım Yeri - Taylor & Francis
Konu Fatigue, Ratchetting, Continuous welded rails, Hardening, Plastic strain
Tür Süreli Yayın
Dil İngilizce
Dijital Evet
Yazma Hayır
Kütüphane Özyeğin Üniversitesi
Demirbaş Numarası 1537-6494
Kayıt Numarası 9708b591-5c89-40b7-b964-f6a66c70211b
Lokasyon Mechanical Engineering
Tarih 2020-03-16
Örnek Metin The importance of ratchetting-fatigue interaction is garnering interest due to complex failure mechanism of rail welds under cyclic loading. The objective of this paper is to investigate the fatigue characteristics of continuous welded rails (CWRs) and the effect of residual stress on fatigue-ratchetting interaction. For this purpose, UIC60 rails have been modeled using a three-dimensional finite element model, including a combination of nonlinear kinematic and isotropic hardening. In addition, the interaction between cyclic loading and the effect of residual stress on fatigue is taken into consideration. Finite element model is validated against representative experimental findings. Smith-Watson-Topper (SWT) method is utilized in order to estimate the fatigue life of rail welds under static and cyclic loading. Lower fatigue life is predicted with increasing load due to the contact between rails and wheels. Simulation results also show that failure in the form of ratchetting occurs during the 10,236th cycle, while failure corresponds to the 15,290th cycle and the 145,161st cycle based on the SWT and Coffin-Manson fatigue models, respectively. These findings suggest that investigations on ratchetting and fatigue should be carried out simultaneously to estimate the failure of the CWRs.
DOI 10.1080/15376494.2018.1480820
Cilt 27
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