| contributor author | A. Samer Ezeldin | |
| contributor author | Perumalsamy N. Balaguru | |
| date accessioned | 2017-05-08T21:16:42Z | |
| date available | 2017-05-08T21:16:42Z | |
| date copyright | November 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290899-1561%281992%294%3A4%28415%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45304 | |
| description abstract | TO use steel fiber‐reinforced concrete in structural applications, the complete stress‐strain behavior of the material in compression is needed. This paper presents the experimental stress‐strain behavior of fiber‐reinforced concrete with compressive strength ranging from 5 ksi to 12 ksi (35 MPa to 85 MPa). Three fiber volume fractions of 50 lb/cu yd, 75 lb/cu yd, and 100 lb/cu yd ( | |
| publisher | American Society of Civil Engineers | |
| title | Normal‐ and High‐Strength Fiber‐Reinforced Concrete under Compression | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1992)4:4(415) | |
| tree | Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 004 | |
| contenttype | Fulltext | |
