곡선부 정척레일 강재 이음매판의 종방향 구속 역해석 연구

Inverse Analysis of Longitudinal Restraint by Steel Joint Bars in Curved Jointed Track

초록

This study inversely estimated effective joint resistance from repeated measurements of joint gap and rail temperature and examined its use for comparing joint restraint conditions. Effective joint resistance (R) was defined as the threshold longitudinal resistance initiating joint slip. An elasto-frictional hysteresis model was applied to 25 measurement campaigns conducted over approximately two years at 16 joints on a curved jointed track. Point estimates for 14 identifiable joints ranged from 63 to 282 kN, with a median of 222 kN; resistance could not be uniquely identified at the remaining two low-response joints, which were classified as seized under the model. Rail-wise analysis revealed left-right restraint differences obscured by joint averages, indicating the potential use of gap-temperature records to screen targets for detailed inspection. However, the estimates have not been independently validated and remain sensitive to model assumptions and measurement frequency.

키워드

Jointed track; 볼트식 레일 이음매; 정척레일; Friction restraint; 마찰 구속; 역해석; Inverse analysis; Effective joint resistance; Track maintenance; 유효 이음매 저항력; 궤도 유지관리; Bolted rail joint
제목
곡선부 정척레일 강재 이음매판의 종방향 구속 역해석 연구
제목 (타언어)
Inverse Analysis of Longitudinal Restraint by Steel Joint Bars in Curved Jointed Track
저자
배준현; 임남형
DOI
10.7781/kjoss.2026.38.5.275
발행일
2026-10
유형
Y
저널명
한국강구조학회 논문집
권
38
호
5
페이지
275 ~ 284