Effect of mineral admixtures and steel fiber volume contents on the behavior of high performance fiber reinforced concrete

被引:85
作者
Kaikea, Adel [1 ]
Achoura, Djamel [1 ]
Duplan, Francois [2 ]
Rizzuti, Lidia [3 ]
机构
[1] Univ Badji Mokhtar Annaba, Lab Mat Geomat & Environm, Annaba 23000, Algeria
[2] Univ Toulouse, UPS, INSA, Lab Mat & Durabilite Construct, F-31077 Toulouse 04, France
[3] McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada
关键词
High performance concrete; Steel fiber; Blast furnace slag; Mechanical behavior; Shrinkage; MECHANICAL-PROPERTIES; HIGH-STRENGTH; SILICA FUME; SLAG;
D O I
10.1016/j.matdes.2014.06.066
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
High Performance Fiber Reinforced Concrete (HPFRC) is a structural material with advanced mechanical properties. The structural design of HPFRC members is based on the post-cracking residual strength provided by the addition into the mix of the fibers. Moreover, the addition of different types of mineral admixtures influences the overall behavior of this material. In order to optimize the performance of HPFRC in structural members, it is necessary to evaluate the mechanical properties and the post-cracking behavior in a reliable way. As a result, an experimental study on six different sets of HPFRC specimens was carried out. The main parameters that varied were the fiber volume content and the types of mineral addition. The behavior in compression, in flexural tension and the shrinkage properties were evaluated and critically analyzed in order to give a guide for structural use. The results showed that by adding high fiber volume content and the Algerian blast furnace slag into the mix, the HPFRC material obtained has a very good performance and it is suitable for use in practice. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:493 / 499
页数:7
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