| contributor author | Stephen J. Foster | |
| contributor author | Mario M. Attard | |
| date accessioned | 2017-05-08T20:57:49Z | |
| date available | 2017-05-08T20:57:49Z | |
| date copyright | January 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9445%282001%29127%3A1%2828%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33477 | |
| description abstract | In this study 21 high-strength, fiber-reinforced columns were tested consisting of 9 155-mm square columns and 12 200-mm square columns. The concrete mix contained 2% (by weight) of end hooked steel fibers and with concrete strengths ranging from 67 to 88 MPa. The columns were tested in either concentric or eccentric compression with varying initial loading eccentricities. The study showed that the introduction of steel fibers into the mix design arrested the early spalling of the cover and increased the load capacity as well as the ductility of the columns over that of comparable nonfiber-reinforced specimens. | |
| publisher | American Society of Civil Engineers | |
| title | Strength and Ductility of Fiber-Reinforced High-Strength Concrete Columns | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2001)127:1(28) | |
| tree | Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 001 | |
| contenttype | Fulltext | |
