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논문검색

철도교용 IT거더의 피로특성

원문정보

Fatigue characteristics of the IT girder for railroad

최상현, 이창수

피인용수 : 0(자료제공 : 네이버학술정보)

초록

영어

In designing a railroad bridge, the fatigue is one of the main factors to be considered for ensuring safe operation. Especially, for a new type of a structural member, which has not been adopted to railroad bridges, the fatigue performance should be checked. In this paper, the fatigue characteristics of an IT girder are examined. The IT girder is a new type of a prestressed concrete girder which has two prestressed H-beams in the top of the girder to give the girder additional sectional capacity. To obtain the fatigue performance, a 10m IT girder specimen is designed, and a repeated load test is performed by applying the load cyclically two million times. The magnitude of the repeated load is determined considering the stress level under the service condition. During the test, static load tests are performed to identify the stiffness degradation. The fatigue performance of the girder is checked according to the Japanese and the CEB-FIB design codes. The fatigue test result shows that the IT girder satisfies both design codes.

목차

Abstract
 I. 서론
 II. 피로관련 설계기준
  1. 국내기준
  2. 미국기준
  3. 일본기준
  4. 유럽기준
 III. 피로시험체 설계 및 실험
  1. 피로시험체의 설계
  2. 실험 장비 및 장치
  3. 피로실험
 IV. 피로실험 결과 및 성능 평가
  1. 피로실험 결과
  2. 피로성능 평가
 V. 결론
 참고문헌

저자정보

  • 최상현 Choi, Sang-hyun. 한국철도대 학 철도시설토목과 교수
  • 이창수 Lee, Chang-soo. 서울시립대학교 토목공학과 교수

참고문헌

자료제공 : 네이버학술정보

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