Enhancing the tensile performance of ultra-high-performance concrete through novel curvilinear steel fibers

This study developed a novel curvilinear steel fiber to improve the tensile behavior of ultra-high-performance concrete (UHPC) and to mitigate the stress concentration observed in conventional deformed steel fibers. To achieve this, four curvilinear steel fibers of different curvatures (0.02–0.10 mm...

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Bibliographic Details
Main Authors: Jae-Jin Kim, Yun Sik Jang, Doo-Yeol Yoo
Format: Article
Language:English
Published: Elsevier 2020-07-01
Series:Journal of Materials Research and Technology
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2238785420313375