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author:

Wang, P. (Wang, P..) [1] | Jiang, S.-F. (Jiang, S.-F..) [2]

Indexed by:

Scopus PKU CSCD

Abstract:

Since steel-concrete composite structure has more advanced technical and economic indices than both steel and reinforced concrete structures, it is widely applied in engineering structures, especially in bridges in recent years. As bridges are subjected to fatigue loads of the vehicles frequently, thus it becomes more and more important to investigate fatigue mechanisms of composite structures, especially composite decks. In this paper, the basic concepts and principles of fatigue are briefly introduced, and then an overview of the fatigue performance for steel structure, reinforced concrete structure and steel-concrete composite structure is made. Finally, existing problems of fatigue for composite structures are discussed and the prospect in the future forecasted. The study shows that damage accumulation mechanism, damage identification and reliability of fatigue are investigated in emphasis in the future.

Keyword:

Composite deck; Composite structure; Fatigue; Load spectrum; Shear connector

Community:

  • [ 1 ] [Wang, P.]School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
  • [ 2 ] [Jiang, S.-F.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China

Reprint 's Address:

  • [Wang, P.]School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

Email:

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Source :

Journal of Harbin Institute of Technology

ISSN: 0367-6234

Year: 2007

Issue: SUPPL. 2

Volume: 39

Page: 694-698

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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