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High-Speed Train-Track-Bridge Dynamic Interaction considering Wheel-Rail Contact Nonlinearity due to Wheel Hollow Wear
المؤلفون المشاركون
Wang, Kaiyun
Zhai, Wanming
Ling, Liang
Chang, Chao
Han, Zhaoling
المصدر
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-18، 18ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-10-31
دولة النشر
مصر
عدد الصفحات
18
التخصصات الرئيسية
الملخص EN
Wheel hollow wear is a common form of wheel-surface damage in high-speed trains, which is of great concern and a potential threat to the service performance and safety of the high-speed railway system.
At the same time, rail corridors in high-speed railways are extensively straightened through the addition of bridges.
However, only few studies paid attention to the influence of wheel-profile wear on the train-track-bridge dynamic interaction.
This paper reports a study of the high-speed train-track-bridge dynamic interactions under new and hollow worn wheel profiles.
A nonlinear rigid-flexible coupled model of a Chinese high-speed train travelling on nonballasted tracks supported by a long-span continuous girder bridge is formulated.
This modelling is based on the train-track-bridge interaction theory, the wheel-rail nonelliptical multipoint contact theory, and the modified Craig–Bampton modal synthesis method.
The effects of wheel-rail nonlinearity caused by the wheel hollow wear are fully considered.
The proposed model is applied to predict the vertical and lateral dynamic responses of the high-speed train-track-bridge system under new and worn wheel profiles, in which a high-speed train passing through a long-span continuous girder bridge at a speed of 350 km/h is considered.
The numerical results show that the wheel hollow wear changes the geometric parameters of the wheel-rail contact and then deteriorates the train-track-bridge interactions.
The worn wheels can increase the vibration response of the high-speed railway bridges.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Chang, Chao& Ling, Liang& Han, Zhaoling& Wang, Kaiyun& Zhai, Wanming. 2019. High-Speed Train-Track-Bridge Dynamic Interaction considering Wheel-Rail Contact Nonlinearity due to Wheel Hollow Wear. Shock and Vibration،Vol. 2019, no. 2019, pp.1-18.
https://search.emarefa.net/detail/BIM-1211360
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Chang, Chao…[et al.]. High-Speed Train-Track-Bridge Dynamic Interaction considering Wheel-Rail Contact Nonlinearity due to Wheel Hollow Wear. Shock and Vibration No. 2019 (2019), pp.1-18.
https://search.emarefa.net/detail/BIM-1211360
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Chang, Chao& Ling, Liang& Han, Zhaoling& Wang, Kaiyun& Zhai, Wanming. High-Speed Train-Track-Bridge Dynamic Interaction considering Wheel-Rail Contact Nonlinearity due to Wheel Hollow Wear. Shock and Vibration. 2019. Vol. 2019, no. 2019, pp.1-18.
https://search.emarefa.net/detail/BIM-1211360
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1211360
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
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