Quantifying the Fatigue Material Properties of UHPFRC with Steel Microfibers at Cracks-Reference-Cited by-同舟云学术

Quantifying the Fatigue Material Properties of UHPFRC with Steel Microfibers at Cracks

Published:2021-06 Issue:6 Volume:147 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sepulveda Barbara D. G.¹^ORCID,Visintin Phillip²^ORCID,Oehlers Deric J.³

Affiliation:

1. Ph.D. Candidate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia. ORCID:

2. Associate Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author). ORCID: .

3. Emeritus Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003051

Reference17 articles.

1. Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges

2. Ultra-high performance concrete: From fundamental to applications;Azmee N. M.;Case Stud. Constr. Mater.,2018

3. Fatigue of cracked high performance fiber reinforced concrete subjected to bending

4. RC ELEMENTS UNDER CYCLIC LOADING

5. Cornelissen, H. A. W. 1984. Fatigue failure of concrete in tension. Delft, Netherlands: Heron.

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