http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
- 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
- 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
RISS 인기검색어
- 검색키워드
- 저자 : Herráiz (검색결과 2 건)
- 무료
- 기관 내 무료
- 유료
-
New Third Rail Implementation System for Conventional Railroad Tracks in Service
Laura Montalbán Domingo,Clara Zamorano Martín,Julia I. Real Herráiz,Laura Gómez del Rey 대한토목학회 2018 KSCE JOURNAL OF CIVIL ENGINEERING Vol.22 No.2
Two track gauges coexist in Spain, the Iberian gauge (1668 mm) and the international gauge (1435 mm). Solutions applied on the track were considered to improve the interoperability in Spain. First solution proposed was tracks with two-gauge-ready sleepers. This solution allows changing the gauge from Iberian to International gauge or from International to Iberian gauge. The need of two gauges evolved this solution to the third rail system with two-simultaneous-gauge sleepers. In this paper, a new third-rail track solution is proposed. This solution is a novel system based on the introduction of special concrete blocks between the existing sleepers to fasten the third rail. Thus, the conventional railroad track becomes in a double-simultaneous-gauge lines without needing change existing sleepers and make long traffic interruptions of the track like in common third-rail systems. In the present study, threedimensional numerical models are generated using finite-element method. The analysis of the vertical displacements of the top head of the rails, vertical stresses transmitted to the substructure layers and vertical track stiffness, demonstrate the good vertical performance of the new system compared to the conventional lines with dual-gauge-ready sleepers and the common third rail tracks.
-
Laura Montalbán Domingo,Beatriz Baydal Giner,Clara Zamorano Martín,Julia I. Real Herráiz 국제구조공학회 2014 Structural Engineering and Mechanics, An Int'l Jou Vol.52 No.5
Rails are key elements in railway superstructure since these elements receive directly the train load transmitted by the wheels. Simultaneously, rails must provide effective stress transference to the rest of the track elements. This track element often deteriorates as a consequence of the vehicle passing or manufacturing imperfections that cause in rail several defects. Among these rail defects, transverse cracks highlights and are considered a severe pathology because they can suddenly trigger the rail failure. This study is focused on UIC-60 rails with transverse cracks. A 3-D FEM model is developed in ANSYS for the flawless rail in which conditions simulating the crack presence are implemented. To account for the inertialoss of the rail as a consequence of the cracking, a reduction of the bending stiffness of the rail is considered. The numerical models have been calibrated using the first four bending vibration modes in terms of frequencies. These vibration frequencies have been obtained using the Experimental Modal Analysis technique, studying the changes in the modal parameters of the rails induced by the crack and comparing the results obtained by the model with experimental results. Finally, the calibrated and validated models for the single rail have been implemented in a complete railway ballasted track FEM model in order to study thestatic influence of the cracks on the rail deflection caused by a load passing.
연관 검색어 추천
이 검색어로 많이 본 자료
활용도 높은 자료
