标题:Research on Compact Resistance Performance of Flexible Fiber and Rigid Fiber Reinforced Concrete
作者:Wang, Yanming; Yang, Wenwen; Sun, Yong; Liu, Ke
通讯作者:Wang, Y
作者机构:[Wang, Yanming; Yang, Wenwen] Shandong Univ, Civil & Hydraul Sch, Jinan 250061, Peoples R China.; [Sun, Yong] Laixi Construct Corp, Qingdao 266555, 更多
会议名称:International Conference on Frontiers of Advanced Materials and Engineering Technology (FEMET 2012)
会议日期:JAN 04-05, 2012
来源:FRONTIERS OF ADVANCED MATERIALS AND ENGINEERING TECHNOLOGY, PTS 1-3
出版年:2012
卷:430-432
页码:277-280
DOI:10.4028/www.scientific.net/AMR.430-432.277
关键词:fiber reinforced concrete; flexural impact resistance; impact toughness;; flexible fiber; rigid fiber
摘要:The fiber reinforced concrete with flexible fiber and rigid fiber respectively added into C30 plain concrete, curing under standard condition for 28 days, was used for impact resistance performance experiment. The flexible fiber is American Dura fiber and Chinese nylon fiber. The rigid fiber is Chinese steel fiber. The impact resistance property was evaluated by initial cracking times, final cracking times and impact toughness. The result shows that the impact toughness of steel fiber concrete, Dura fiber concrete and nylon fiber concrete is respectively 15.1, 3.4 and 2.7 times of the Plain concrete. The fiber reinforced concrete improves the impact resistance property compared with the plain concrete. The impact resistance of rigid steel fiber reinforced concrete is increased greatly.
收录类别:CPCI-S;EI;SCOPUS
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84862933170&doi=10.4028%2fwww.scientific.net%2fAMR.430-432.277&partnerID=40&md5=66a33bca78094571c683d8f951bb3ffd
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