Experimental and Analytical Study of Ultrahigh-Performance Fiber-Reinforced Concrete Curved Beams-Reference-Cited by-同舟云学术

Experimental and Analytical Study of Ultrahigh-Performance Fiber-Reinforced Concrete Curved Beams

Published:2020-02 Issue:2 Volume:146 Page:04019192
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Xie T.¹^ORCID,Mohamed Ali M. S.²,Elchalakani M.³,David M.⁴

Affiliation:

1. Ph.D. Student, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author). ORCID: .

2. Senior Lecturer, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

3. Senior Lecturer, School of Civil, Environmental, and Mining Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

4. Graduate Student, 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.0002502

Reference38 articles.

1. Al-Hashimy M. A. 2008. “Load distribution factors for curved concrete slab-on-steel I-girder bridges.” Master’s thesis Dept. of Civil Engineering Ryerson Univ.

2. Al-Hassaini M. M. F. 1962. “Graphs and tables for the analysis and design of curved concrete beams.” Ph.D. dissertation Dept. of Structural Engineering Virginia Polytechnic Institute and State Univ.

3. Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams

4. UHPFRC tensile behavior characterization: inverse analysis of four-point bending test results

5. Precast, Prestressed Pedestrian Bridge World's First Reactive Powder Concrete Structure

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