Steel and Composite Structures

  • 제29권1호
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  • Pages.125-138
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR Code

Simplified stress-strain model for circular steel tube confined UHPC and UHPFRC columns

  • Le, An H. (Division of Construction Computation, Institute for Computational Science, Ton Duc Thang University) ;
  • Ekkehard, Fehling (Faculty of Civil and Environmental Engineering, Institute of Structural Engineering, University of Kassel) ;
  • Thai, Duc-Kien (Department of Civil and Environmental Engineering, Sejong University) ;
  • Nguyen, Chau V. (Institute of Research and Development, Duy Tan University)
  • 투고 : 2018.06.04
  • 심사 : 2018.08.01
  • 발행 : 2018.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

The research on the confinement behavior of ultra high performance concrete without and with the use of steel fibers (UHPC and UHPFRC) has been extremely limited. In previous studies, authors experimentally investigated the axially compressive behavior of circular steel tube confined concrete (STCC) short and intermediate columns with the employment of UHPC and UHPFRC. Under loading on only the concrete core, the confinement effect induced by the steel tube was shown to significantly enhance the utimate stress and its corresponding strain of the concrete core. Therefore, this paper develops a simplified stress - strain model for circular STCC columns using UHPC and UHPFRC with compressive strength ranging between 150 MPa and 200 MPa. Based on the regression analysis of previous test results, formulae for predicting peak confined stress and its corresponding strain are proposed. These proposed formulae are subsequently compared against some previous empirical formulae available in the literature to assess their accuracy. Finally, the simplified stress - strain model is verified by comparison with the test results.

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과제정보

연구 과제 주관 기관 : Ton Duc Thang University, Duy Tan University, Sejong University, and Kassel University

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