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作者:

Deng, Zongcai (Deng, Zongcai.) (学者:邓宗才) | Xiao, Rui (Xiao, Rui.) | Xu, Haibin (Xu, Haibin.) | Chen, Chunsheng (Chen, Chunsheng.) | Chen, Xingwei (Chen, Xingwei.)

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EI Scopus PKU CSCD

摘要:

To study the serviceability of ultra-high performance concrete (UHPC) beams reinforced with high strength steel bars, the flexural properties of six UHPC beams were tested. Then the change law of load-deflection of the UHPC beam was concluded, the cracking moment, the short term stiffness and cracking width, and the calculation methods were summarized. Based on the code for design of concrete structures (GB 50010-2010), the cross sectional plastic coefficient influencing the regression equation of UHPC beam's cracking moment was concluded, the rebar nonuniform coefficient of UHPC beam, the internal lever arm coefficient of cracking cross section, and the average integrated strain coefficient were ascertained to calculate the beam's short term stiffness. The beam's short term stiffness was calculated and compared, based on the adjusted calculating method for steel fiber reinforced concrete. In addition, a modified cracking width calculation formula was generated. ©, 2015, Editorial Board of Journal of HEU. All right reserved.

关键词:

Bars (metal) Concrete beams and girders Crack initiation Fiber reinforced materials High performance concrete High strength steel Reinforced concrete Steel fibers Steel research Stiffness

作者机构:

  • [ 1 ] [Deng, Zongcai]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Xiao, Rui]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Xiao, Rui]Overseas Company, China First Highway Engineering Co., Ltd., Beijing; 100024, China
  • [ 4 ] [Xu, Haibin]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Chen, Chunsheng]Tangshan Iron and Steel Group Co., Ltd., Tangshan; 063016, China
  • [ 6 ] [Chen, Xingwei]Tangshan Iron and Steel Group Co., Ltd., Tangshan; 063016, China

通讯作者信息:

  • [xiao, rui]key laboratory of urban security and disaster engineering, ministry of education, beijing university of technology, beijing; 100124, china;;[xiao, rui]overseas company, china first highway engineering co., ltd., beijing; 100024, china

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来源 :

Journal of Harbin Engineering University

ISSN: 1006-7043

年份: 2015

期: 10

卷: 36

页码: 1335-1340

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 9

ESI高被引论文在榜: 0 展开所有

万方被引频次:

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