The effect of pre-setting pressure on the flexural strength and fracture toughness of SIFCON during the setting phase

被引:18
|
作者
Ipek, Metin [1 ]
Aksu, Mecbure [2 ]
Yilmaz, Kemalettin [3 ]
Uysal, Mucteba [3 ]
机构
[1] Sakarya Univ, Fac Technol, Dept Civil Engn, TR-54187 Sakarya, Turkey
[2] Sakarya Univ, Vocat Sch Sakatya, Construct Dept, TR-54187 Sakarya, Turkey
[3] Sakarya Univ, Fac Engn, Dept Civil Engn, TR-54187 Sakarya, Turkey
关键词
SIFCON; Fibre; Pre-setting pressure; Flexural strength; Fracture toughness; REACTIVE POWDER CONCRETE; STEEL FIBER; SILICA FUME;
D O I
10.1016/j.conbuildmat.2014.04.107
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Slurry Infiltrated Fibre Concrete (SIFCON) is a special type of steel fibre-reinforced cement composite with superior mechanical properties, including compressive, tensile, shear and flexural strengths with extraordinary toughness values. In this study, the effects of pre-setting the pressures of SIFCON were examined. The fresh (plastic) SIFCON samples were put into a specified beam mould. Six different (Control (without pressure), 3, 6, 9, 12 and 15 MPa) pre-setting pressures were applied. In this study, the maximum flexure strength was observed to be 67.54 MPa under 15 MPa pre-setting pressure. According to the without-pressure control, the flexure strength was improved by 43.5% at a 15 MPa pre-setting pressure. In addition, the fracture toughness was increased by approximately 46% with a 6 MPa presetting pressure. With the pre-setting pressure, the application can decrease the element thickness or the fibre proportion use, which is the most costly item. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:515 / 521
页数:7
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