2015
DOI: 10.1016/j.wear.2015.03.026
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Estimation of railway wheel running temperatures using a hybrid approach

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Cited by 30 publications
(26 citation statements)
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“…Surfaces other than the contact patch is allowed with convection mode of heat transfer. The heat transfer coefficient (hc) is chosen to be 12 W/m 2 K, and the ambient temperature is taken to be 30°C (Vakkalagadda et al, 2015). Thus, obtained temperature field acts as the boundary condition for structural analysis.…”
Section: Finite Element Modelmentioning
confidence: 99%
“…Surfaces other than the contact patch is allowed with convection mode of heat transfer. The heat transfer coefficient (hc) is chosen to be 12 W/m 2 K, and the ambient temperature is taken to be 30°C (Vakkalagadda et al, 2015). Thus, obtained temperature field acts as the boundary condition for structural analysis.…”
Section: Finite Element Modelmentioning
confidence: 99%
“…Heat generated at rail-wheel and wheel-brake block interfaces are estimated using the train running model presented in Vakkalagadda et al [2]. Rail chill effect and heat partitioning at wheel-brake block interfaces are estimated using the approach presented in Vakkalagadda et al [3]. As per this, fraction of heat generated at brake block-wheel interface entering the wheel is taken as 0.985 for composite brake blocks.…”
Section: Finite Element Modelingmentioning
confidence: 99%
“…As per this, fraction of heat generated at brake block-wheel interface entering the wheel is taken as 0.985 for composite brake blocks. In axi-symmetric analyses, of the kind considered here, heat loss to rail can be accounted by using an effective convective heat transfer coefficient h ax on rail-wheel contact width that depends on train speed, axle tonnage, wheel and rail profiles, and wheel diameter (see Vakkalagadda et al [3]). More specifically, we take…”
Section: Finite Element Modelingmentioning
confidence: 99%
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