Spacing and bundling effects on rate-dependent pullout behavior of various steel fibers embedded in ultra-high-performance concrete
Author:
Funder
Ministry of Land, Infrastructure and Transport
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s43452-020-00048-8.pdf
Reference32 articles.
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3. Habel K, Gauvreau P. Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading. Cem Concr Res. 2008;30(10):938–46.
4. Shin HO, Yoon YS, Cook WD, Mitchell D. Effect of confinement on the axial load response of ultrahigh strength concrete columns. J Struct Eng. 2015;141(6):04014151.
5. Yoo DY, Kang ST, Yoon YS. Enhancing the flexural performance of ultra-high-performance concrete using long steel fibers. Compos Struct. 2016;147:220–30.
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