Processing and Mechanical Properties of Macro Polyamide Fiber Reinforced Concrete

被引:21
|
作者
Jeon, Joong Kyu [1 ]
Kim, WooSeok [2 ]
Jeon, Chan Ki [3 ]
Kim, Jin Cheol [4 ]
机构
[1] Kolon Global Corp, Res & Business Dev Ctr, Yongin 449815, Gyeonggi Do, South Korea
[2] Chungnam Natl Univ, Dept Civil Engn, Taejon 305764, South Korea
[3] Incheon Natl Univ, Dept Urban Construct Engn, Incheon 406772, South Korea
[4] Korea Expressway Corp 208 96, Expressway & Transportat Res Inst, Hwaseong Si 445810, Gyeonggi Do, South Korea
基金
新加坡国家研究基金会;
关键词
fiber; polyamide; mechanical properties; mechanical testing; extrusion; COMPARATIVE FLEXURAL BEHAVIOR; STEEL-FIBER; FRACTURE-BEHAVIOR; CEMENT COMPOSITES; PERFORMANCE; POLYPROPYLENE; STRENGTH;
D O I
10.3390/ma7127634
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
This study developed a macro-sized polyamide (PA) fiber for concrete reinforcement and investigated the influence of the PA fiber on flexural responses in accordance with ASTM standards. PA fibers are advantageous compared to steel fibers that are corrosive and gravitated. The macro-sized PA fiber significantly improved concrete ductility and toughness. Unlike steel fibers, the PA fibers produced two peak bending strengths. The first-peaks occurred near 0.005 mm of deflection and decreased up to 0.5 mm of deflection. Then the bending strength increased up to second-peaks until the deflections reached between 1.0 and 1.5 mm. The averaged flexural responses revealed that PA fiber content did not significantly influence flexural responses before L/600, but had significant influence thereafter. Toughness performance levels were also determined, and the results indicated more than Level II at L/600 and Level IV at others.
引用
收藏
页码:7634 / 7652
页数:19
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