4.7 Article

Benefits of curvilinear straight steel fibers on the rate-dependent pullout resistance of ultra-high-performance concrete

期刊

CEMENT & CONCRETE COMPOSITES
卷 118, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2021.103965

关键词

Ultra-high-performance concrete; Steel fibers; Pullout resistance; Curvature; Rate sensitivity

资金

  1. National Research Foundation of Korea (NRF) - Korea government (MSIT) [2017R1C1B2007589]

向作者/读者索取更多资源

The study demonstrates that using curvilinear steel fibers can effectively enhance the pullout resistance of UHPC matrices, showing significant advantages under different loading rates and inclinations. Curvilinear fibers inclined at 45° exhibit higher bond strengths. Increasing the loading rate improves the bond strengths and pullout energies of the fibers.
This study examines the effectiveness of using curvilinear steel fibers to enhance the pullout resistance of conventional straight steel (S-) fiber for an ultra-high-performance concrete (UHPC) matrix. Because structures composed of UHPC are subjected to various loading conditions and have random fiber orientations, three different loading rates ranging from static (0.018 mm/s) to impact (up to 906.2 mm/s) and two inclination angles of 0. and 45. were adopted. To fabricate the novel curvilinear steel fibers, five different curvatures were also utilized. Test results indicated that the curvilinear fibers provided a clearly higher pullout resistance than that of the conventional S-fiber, and the effectiveness increased with the curvature, regardless of the inclination angle and loading rate. Higher bond strengths were obtained for the S- and curvilinear fibers when they were inclined at 45. rather than aligned. In general, the bond strengths and pullout energies of the S- and curvilinear fibers in UHPC were improved by increasing the loading rate, and a higher loading rate sensitivity on the bond strengths was observed in aligned fibers than in inclined fibers. The matrix spalling phenomenon was only observed in an inclined state and became more significant with an increasing curvature and loading rate. The developed curvilinear fibers provided noticeably smaller matrix spalling areas than the conventional deformed steel fibers under both static and impact conditions, owing to the mitigated stress concentration. Thus, these may be worthy of attention as a novel reinforcing fiber type for UHPC composites.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据