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Load Spectrum and Fatigue Life Computer Analysis of Prestressed Concrete Bridges

첫 페이지 보기
  • 발행기관
    보안공학연구지원센터(IJSIA) 바로가기
  • 간행물
    International Journal of Security and Its Applications SCOPUS 바로가기
  • 통권
    Vol.9 No.7 (2015.07)바로가기
  • 페이지
    pp.247-266
  • 저자
    Xin Qin, Dou Yuanming, Chen Wan
  • 언어
    영어(ENG)
  • URL
    https://www.earticle.net/Article/A251477

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원문정보

초록

영어
With respect to fatigue damage of heavy traffic on the bridge structure, this paper studied on load spectrum and fatigue simulation. The author used manual recording, live cameras, vehicle dynamic weighing system (WIM) to conduct traffic investigation in a continuous 24-hour period. Basing on these data in Hebei province, we established typical vehicle load spectrum using probabilistic and statistical methods, and deduced a standard fatigue vehicle model on this basis. Then we prepared random load spectrum by MATLAB and realized loading it on a finite element model (FEM). Next, the paper assessed the fatigue life of in-service highway bridges that in Hebei by comparing typical vehicle load and random vehicle load. Results showed that vehicle speed has significant influence on fatigue damage under typical vehicle load. Equivalent stress amplitude is small in two operational states under random vehicle load, the general operation state and intensive operation state. Fatigue damage to bridge under general operation is obvious. After verified the applicability of the standard fatigue vehicle model, we can believe that this model developed in this article can be further used as a reference to check highway fatigue damage in the entire Hebei province. Moreover, all the results showed that the bridges wouldn’t get fatigue failure under a normal operation state when there is no impact of environmental factors.

목차

Abstract
 1. Introduction
 2. Modeling
  2.1 Typical Vehicle Modeling
  2.2 Compiling Random Load Spectrum
 3. Fem Establishment
 4. Fatigue Damage Analysis
  4.1 Typical Vehicle Modeling
  4.2 Fatigue Damage under Random Vehicle Load
  4.3 Fatigue Damage under Effect of Standard Fatigue Vehicle Models
 5. Conclusion
 References

키워드

Heavy-duty traffic Random traffic flow Fatigue damage Finite element modeling

저자

  • Xin Qin [ School of Civil Engineering, Hebei University of Technology, No. 5340 Xi-ping Street, Beichen District, Tianjin, China, Civil Engineering Technology Research Center of Hebei Province, No.5340 Xi-ping Street, Beichen District, Tianjin, China, 300401 ]
  • Dou Yuanming [ School of Civil Engineering, Hebei University of Technology, No. 5340 Xi-ping Street, Beichen District, Tianjin, China, Civil Engineering Technology Research Center of Hebei Province, No.5340 Xi-ping Street, Beichen District, Tianjin, China, 300401 ]
  • Chen Wan [ School of Civil Engineering, Hebei University of Technology, No. 5340 Xi-ping Street, Beichen District, Tianjin, China, Civil Engineering Technology Research Center of Hebei Province, No.5340 Xi-ping Street, Beichen District, Tianjin, China, 300401 ]

참고문헌

자료제공 : 네이버학술정보

간행물 정보

발행기관

  • 발행기관명
    보안공학연구지원센터(IJSIA) [Science & Engineering Research Support Center, Republic of Korea(IJSIA)]
  • 설립연도
    2006
  • 분야
    공학>컴퓨터학
  • 소개
    1. 보안공학에 대한 각종 조사 및 연구 2. 보안공학에 대한 응용기술 연구 및 발표 3. 보안공학에 관한 각종 학술 발표회 및 전시회 개최 4. 보안공학 기술의 상호 협조 및 정보교환 5. 보안공학에 관한 표준화 사업 및 규격의 제정 6. 보안공학에 관한 산학연 협동의 증진 7. 국제적 학술 교류 및 기술 협력 8. 보안공학에 관한 논문지 발간 9. 기타 본 회 목적 달성에 필요한 사업

간행물

  • 간행물명
    International Journal of Security and Its Applications
  • 간기
    격월간
  • pISSN
    1738-9976
  • 수록기간
    2008~2016
  • 등재여부
    SCOPUS
  • 십진분류
    KDC 505 DDC 605

이 권호 내 다른 논문 / International Journal of Security and Its Applications Vol.9 No.7

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