Microsoft Word - KSR2013A299

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1 YWXZ º º t rzyywxzhy`` k Ž Ÿo r m ƒ 2 Flanged uide Wheels Tram Review Compliance Criteria of the Road Structure Ò ã ä ã ä ãã Kwang-Suk Seo *, Seung-Il Lee *, Oak-Young Song * * "CTUSBDUTram of the city public transport increased interest in the review of criteria for the installation of the tram is required. In particular, among the tram guide wheel of 2flanges in the case of using the existing road structure and compliance review is required. The reason to build a tram on the road, the road and tram operations can be performed efficiently. Thus, the tram guide wheel of 2 flanges guide the dynamic analysis of the vehicle through the road structure and road conditions, according to the structure of the service is the speed limit should be considered. In this regard, this study guide wheel of 2 flanges according to the characteristics of speed and vibration analysis through the single track road structure of driving conditions is intended to examine the suitability. Keywords : Tram, the tram guide wheel of 2 flanges, Dynamic analysis, Road structure of driving conditions ï ˆ ˆƒ r ˆ Ž r ƒ ½ r k Ž Ÿo m ƒ m r ƒ m r º m ekƒ k Ž Ÿo¹ˆ Ÿk ƒ m ep m p Ž y l ƒ k Ž Ÿo ƒ ep ƒ m ƒ s m k k Ž Ÿo ƒ m ää ï k Ÿk m qƒ Ž v p m rÿk r Ÿ d ˆ m r r Ÿ l p m r v zƒ lƒ mz l vž m r «l lƒ ˆ Ž l Ÿo m v m± vƒ Ò å ÓÒ á Ò ã Ñ Ñãëéêêëæëëäééäêëã ã ÓÒ á Ò ã í Ñ Ñ ãã æãæ

2 l ŽŽ wˆ kÿk Ÿo t«ÿo m v m± Ž lƒ ƒ ˆ Ž l ŽŽ l Ž r Ž Ÿo Ÿ Ž um y ˆ y ƒ v m± ˆ«rƒ k Ž Ÿo ŽŽ wˆ r l Ÿk m ƒ ää í í ú Ð äääïí Ýô k¹ r Ÿkxº r ƒ m m r z zz ³ l r d y ƒ m ˆ mzºˆ ˆ ƒ r lº ˆ w l ˆŸk v l ˆ Ž ¼ d «m Ÿ p Ž k Ÿ ˆ ˆ ˆƒ z d m ƒ «ƒÿo Ÿo «zz ˆz tm p d s m Ÿo «ƒÿo v p Ÿ ˆŸk Ÿ z ƒ ³ Ÿ ƒ ³ m g y Ÿp Ÿk Ÿo zÿ m ƒ w ƒ ƒ ˆ l t Ÿƒ d ƒ l t ƒ kd vm³pƒ «k¹ r ƒ m ƒ wˆ g ³ ƒ wž m Ž ƒ sd m Ž m Ž v mƒ m g ³ ƒ ƒ ³p ˆº Ž äää í Û ñ ô äää ãó k Ž Ÿo ƒs «ª«m ƒ «ª «ª m ƒ ƒ «ª«ƒ m k m ƒ º «ªª«ªm «ª ¹

pd ƒ ½q x r s q x ºm º zƒv ºp sd p m r z ƒƒm v ƒƒm ƒ ˆ epÿkv Ÿ zƒ p Ÿo l r Ÿk ƒ v ¹ pž k r Ÿk «ƒ {pds vv l p±

3 ª ««ª ª ƒ ˆˆ s p zƒ «ˆ «ƒ zƒ d ƒ m r ƒ tƒ d p ¹ ª l d «ƒ «ª «ª v t sd kd m³r p ˆ v ˆul ƒ¹ ƒ º p l p» «ª y t my Ÿ Ÿkv {ˆ d ¹ y ˆ t p p s p m t t p «ª y ƒ «ª «ª «ª ª «ª «ª ª «ª ª «ª d sd ³ «ªª sd d Ÿ Ÿ ºtŸ Ÿ r Ÿd Ÿk r q Ÿks pd ƒ ½q x r s q x ºm º zƒv ºp sd p m r z ƒƒm v ƒƒm ƒ ˆ epÿkv Ÿ zƒ p Ÿo l r Ÿk ƒ v ¹ pž k r Ÿk «ƒ {pds vv l p± «äää Ÿo µ ƒ k Ž Ÿo s s «sd ƒ p «(a) Wheel model (b) Wheel mesh model Fig. 1 Analysis model of two flange guide wheel

Fig. 2 Mode analysis of two flange guide

4 (a) 1st mode (b) 2nd mode (c) 3rd mode (d) 4th mode (e) 5th mode (f) 6th mode Fig. 2 Mode analysis of two flange guide wheel(free) Table 1 Result mode analysis of wheel(free) Mode no. Frequency(Hz) , , , ,721 ƒ Ÿo µ sd ƒ m «ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ d ƒz «Ÿ p m Ÿo l ƒ k Ž Ÿo s s «sd ƒ p «Ÿo l ƒ k l ˆ œzz ƒ ms p «ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ Ÿsd ƒ d ƒz «Ÿo l m ±

(a) Wheel/rail contact model (b) Wheel/rail contact

4 Wheel/rail contact modeling (a) 1st mode (b) 2nd

5 (a) Wheel/rail contact model (b) Wheel/rail contact mesh model Fig.3 Analysis model of two flange guide wheelset(wheel/rail contact) Fig. 4 Wheel/rail contact modeling (a) 1st mode (b) 2nd mode (c) 3rd mode (d) 4th mode (e) 5th mode (f) 6th mode Fig. 5 Mode analysis of two flange guide wheelset(wheel/rail contact) Table 2 Result mode analysis of wheelset(wheel/rail contact) Mode no. Frequency(Hz)

6 äääã ƒ ƒ ƒ ³p s ƒ k p Ž Ÿo k p Ÿo m ƒ ƒˆ ¹ «ƒ ƒ ƒv ª º ƒ l «Fig. 6 Dynamic model Fig. 7 Dynamic analysis Fig. 8 Track condition and contact force Fig. 9 Full window(v=18 km/h) Fig. 10 Derailment coefficient(v=18 km/h) Fig. 11 Full window(v=36 km/h) Fig. 12 Derailment coefficient(v=36 km/h)

7 p m ƒ Ÿo «ƒ p m ºr «m e Ÿo «ƒ m«ƒ y Ž º m ºr «m e «ƒ m«ƒ y ª Ž ƒ t º ääñï l ŽŽ wˆ kÿk Ÿo t«ÿo m v m± ŽŽ l Ž Ž Ÿo Ÿ Ž um y ˆ y ƒ v m± ˆ«rƒ k Ž Ÿo ŽŽ wˆ r l Ÿk ƒ k Ž Ÿo ŽŽ wˆ r l Ÿk ƒ ƒ Ÿ p Ÿo l sd Ÿ sd ƒ Ÿ sd ƒ Ÿ sd ƒ Ÿ sd ƒ Ÿ sd ƒ Ÿ sd ƒ d ƒz «Ÿo y sd Ÿo l m ¹ m ± ƒs ƒ ƒv ª º ƒ Ÿk m ƒ ƒ Ž ƒ ºy ƒ «ƒ y ª Ž ƒ ºy ŽŽ Ÿ» m± Ñö [1] (2009), ˆ v s k v ep k, 2009 º º t, pp [2] (2012), k Ÿ ƒ v, 2012 º º t, pp [3] ƒ ƒ(2010), Ž d s l k k ƒ, 2010 º º t, pp [4] Samcef user s manual ver. 7.3(2010), SAMTECH. [5] Universal Mechanism 5.0 document(2008), Universal Mechanism Software Lab.

Microsoft Word - KSR2013A320

Microsoft Word - KSR2013A320 k ƒ! YWXZ º º t rzyywxzhzyw k ep k Dynamic Behavior of Bridge considering Various Light Weight Rail Vehicles Õ äø ÐãäÕò ãã Sang-Su Kim, Yong-ul Park *, Man-Cheol Kim ** Abstract The purpose of this paper