ADDITIONAL STEEL FIBERS IN CONCRETE MIXTURE: STUDIES OF COMPRESSIVE AND TENSILE STRENGTH OF CONCRETE

被引:1
作者
Witjaksana, Budi [1 ]
机构
[1] 17 Agustus 1945 Univ Surabaya, Civil Engn, Semolowaru 45, Surabaya, Indonesia
来源
MATERIALS PHYSICS AND MECHANICS | 2018年 / 37卷 / 01期
关键词
steel fibers; concrete mixture; compressive and tensile strength;
D O I
10.18720/MPM.3712018_15
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Test results for average compressive strength of 200.81 kgF/cm(2) were obtained for 3-day age of concrete at the fraction of steel fibers equal to 2.5%; for 7-days concrete we obtained the corresponding value of 263.97 kgF/cm(2) at the fraction of steel fibers equal to 2.5%; for 14-day concrete this value was 183.84 kgF/cm(2) at the fraction of steel fibers of 7.5%; and for 21-day concrete the average compressive strength of 345.99 kgF/cm(2) was attained at the fraction of steel fibers of 7.5% steels. Test results for average tensile strength of 40.46 kgF/cm(2) were obtained for 3-day age of concrete at the fraction of steel fibers equal to 2.5%; for 7-days concrete we obtained the corresponding value of 48.95 kgF/cm(2) at the fraction of steel fibers equal to 2.5%; for 14-day concrete this value was 54.38 kgF/cm(2) at the fraction of steel fibers of 5%; and for 21-day concrete the average compressive strength of 56.27 kgF/cm(2) was attained at the fraction of steel fibers of 7.5% steels.
引用
收藏
页码:104 / 108
页数:5
相关论文
共 3 条
[1]  
Bayasi Z., 1987, CONCEPT FIBER REINFO
[2]  
Dipohusodo I, 1994, STRUKTUR BETON BERTU
[3]  
Dipohusodo Istimawan, 1999, STRUKTUR BETON BERTU