• 更多栏目

    丁一宁

    • 教授     博士生导师   硕士生导师
    • 性别:男
    • 毕业院校:奥地利因斯布鲁克大学
    • 学位:博士
    • 所在单位:土木工程系
    • 电子邮箱:ynding@dlut.edu.cn

    访问量:

    开通时间:..

    最后更新时间:..

    Experimental investigation on the composite effect of steel rebars and macro fibers on the impact behavior of high performance self-compacting concrete

    点击次数:

    论文类型:期刊论文

    第一作者:Ding, Yining

    通讯作者:Ding, YN (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China.

    合写作者:Li, Dong,Zhang, Yulin,Azevedo, Cecilia

    发表时间:2017-04-01

    发表刊物:CONSTRUCTION AND BUILDING MATERIALS

    收录刊物:SCIE、EI

    卷号:136

    页面范围:495-505

    ISSN号:0950-0618

    关键字:Self-compacting concrete; Impact behavior; Drop-weight test; Composite effect; Weibull distribution

    摘要:In this study, the impact behavior of ten types of high performance self-compacting concrete (HPSCC) was explored using the drop-weight method. The HPSCC specimens were reinforced with steel rebars and different fibers for comparison with plain concrete. The reinforcement mechanism of the influences of steel rebars and different fibers on failure impact energy was explained. The composite effects of hybrid use of steel rebars with different fibers on the failure impact energy were also compared. The penetration depth for each mixture was analyzed. Test results showed that the macro fibers could greatly improve the failure impact energy both in plain and reinforcement concrete. Moreover, the toughness, penetration depth, stress redistribution could be improved obviously due to the positive hybrid effect of rebars and macro fibers in reinforced concrete. The statistical analysis technique was introduced to evaluate the experimental data, and the goodness of fit tests showed that the distribution of the blow numbers to the first crack and up to the final failure followed the two-parameter Weibull distribution. (C) 2017 Elsevier Ltd. All rights reserved.