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contributor authorD. E. Newland
date accessioned2017-05-09T00:25:21Z
date available2017-05-09T00:25:21Z
date copyrightAugust, 1969
date issued1969
identifier issn1087-1357
identifier otherJMSEFK-27542#908_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/136612
description abstractThis paper gives a linear analysis for the steady motion of a flexible two-axle railway truck on curved track. Most existing truck designs are too rigid to be self-steering, but provided that the primary suspension is sufficiently flexible, it is shown that a truck can negotiate main line curves without slipping or flange contact. Results are obtained for the maximum rolling displacement of the wheelsets (the tracking error), Fig. 8, and the minimum radius of curvature for no slipping, Fig. 10, expressed as a function of the suspension stiffness. It is shown that lateral loads due to superelevation deficiency have only a small effect on the motion of the truck, which is mainly determined by creep forces arising from the geometric inability of the four wheels to roll freely on curved track.
publisherThe American Society of Mechanical Engineers (ASME)
titleSteering a Flexible Railway Truck on Curved Track
typeJournal Paper
journal volume91
journal issue3
journal titleJournal of Manufacturing Science and Engineering
identifier doi10.1115/1.3591734
journal fristpage908
journal lastpage918
identifier eissn1528-8935
keywordsRailroads
keywordsTrucks
keywordsMotion
keywordsStress
keywordsFlanges
keywordsDisplacement
keywordsErrors
keywordsStiffness
keywordsWheels
keywordsForce
keywordsCreep AND Wheelsets
treeJournal of Manufacturing Science and Engineering:;1969:;volume( 091 ):;issue: 003
contenttypeFulltext


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