Strength properties of nylon- and polypropylene-fiber-reinforced concretes

被引:454
作者
Song, PS [1 ]
Hwang, S
Sheu, BC
机构
[1] Dahan Inst Technol, Dept Civil Engn, Sincheng 971, Hualien, Taiwan
[2] Natl Def Univ, Chung Cheng Inst Technol, Dept Syst Engn, Toda 335, Saitama, Japan
关键词
mechanical properties; concrete; fiber reinforcement; shrinkage;
D O I
10.1016/j.cemconres.2004.06.033
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The strength potential of nylon-fiber-reinforced concrete was investigated versus that of the polypropylene-fiber-reinforced concrete, at a fiber content of 0.6 kg/m(3). The compressive and splitting tensile strengths and modulus of rupture (MOR) of the nylon fiber concrete improved by 6.3%, 6.7%, and 4.3%, respectively, over those of the polypropylene fiber concrete. On the impact resistance, the first-crack and failure strengths and the percentage increase in the postfirst-crack blows improved more for the nylon fiber concrete than for its polypropylene counterpart. In addition, the shrinkage crack reduction potential also improved more for the nylon-fiber-reinforced mortar. The above-listed improvements stemmed from the nylon fibers registering a higher tensile strength and possibly due to its better distribution in concrete. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1546 / 1550
页数:5
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