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Author:

Deng, Zongcai (Deng, Zongcai.) (Scholars:邓宗才) | Huang, Song (Huang, Song.) | Wang, Yuanzuo (Wang, Yuanzuo.) | Xue, Huiqing (Xue, Huiqing.)

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Scopus SCIE

Abstract:

Ultra-High Performance Concrete (UHPC) is a new type of cement-based composite material that exhibits exceptional compressive strength, tensile properties and durability compared to ordinary concrete. Compre-hensive research on the flexural fatigue behavior of prestressed UHPC beams is presented in this paper. The failure mode of the fatigue beam is the fatigue fracture of the tensile steel bar in the pure bending section. In the fatigue process, the fatigue behaviors of prestressed UHPC beams including crack width, midspan deflection, the strain of UHPC in compression zone and strain of high-strength steel bars exhibit two stages which are corre-sponding to damage initiation, steady damage propagation. The residual deflection at the midspan increases with the increase of fatigue cycles. The prestressed UHPC beam reinforced with high-strength steel bars shows stable structural behavior even after concrete cracking. The S-N expression of prestressed UHPC beam with consid-eration of the influence of stress amplitude of high-strength steel bars is proposed. The stiffness degradation formula of the fatigue beam and calculation methods of fatigue crack width and fatigue deflection are proposed.

Keyword:

High-strength steel bar UHPC S-N expression Fatigue behavior

Author Community:

  • [ 1 ] [Deng, Zongcai]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Huang, Song]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Wang, Yuanzuo]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Xue, Huiqing]Beijing Municipal Engn Res Inst, Beijing 100037, Peoples R China

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Source :

STRUCTURES

ISSN: 2352-0124

Year: 2022

Volume: 43

Page: 1778-1789

4 . 1

JCR@2022

4 . 1 0 0

JCR@2022

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 12

SCOPUS Cited Count: 12

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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