Triaxial Tests of Fiber-Reinforced Concrete
Author:
Affiliation:
1. Member, ASCE
2. Assoc. Prof., Dept. of Civ. Engrg., Demokritus Univ. of Thrace, Xanthi 67100, Greece. E-mail: voula@demo.cc.duth.gr
3. Formerly Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Toronto, 35 St. George St., Toronto, Canada M5S 1A4.
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282001%2913%3A5%28340%29
Reference23 articles.
1. Akroyd T. N. W. ( 1961). “Concrete under triaxial stress.” Mag. of Concrete Res. 15(39) 111–118.
2. Bayasi M. Z. and Soroushian P. ( 1992). “Effect of steel fiber reinforcement on fresh mix properties of concrete.” ACI Mat. J. 89(4) 369–374.
3. Bayasi Z. and Zeng J. ( 1993). “Properties of polypropylene fiber reinforced concrete.” ACI Mat. J. 90(6) 605–610.
4. Bazant Z. P. ( 1993). “Size effect in tensile and compression quasibrittle failure.” Proc. JCI Int. Workshop: Size Effect in Concrete Struct. H. Mihashi H. Okamura and Z. P. Bazant eds. 161–180.
5. Bazant Z. P. and Kwon Y. W. ( 1994). “Failure of slender and stocky reinforced concrete columns: Tests of size effect.” Mat. and Struct. Paris 27(166) 79–90.
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