| contributor author | W. A. Elsaigh | |
| contributor author | J. M. Robberts | |
| contributor author | E. P. Kearsley | |
| date accessioned | 2017-05-08T22:01:56Z | |
| date available | 2017-05-08T22:01:56Z | |
| date copyright | December 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29te%2E1943-5436%2E0000320.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69280 | |
| description abstract | Steel-fiber reinforced concrete (SFRC) brings favorable properties to concrete ground slabs. The use of the material is limited by the lack of an appropriate analysis method. This paper is the first in a series of two regarding research aimed at providing a modeling approach that can be used to model the behavior of SFRC concrete and SFRC ground slabs. Here, an improved generalized analytical method is presented to determine the tensile stress-strain ( | |
| publisher | American Society of Civil Engineers | |
| title | Modeling the Behavior of Steel-Fiber Reinforced Concrete Ground Slabs. I: Development of Material Model | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 12 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)TE.1943-5436.0000276 | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 012 | |
| contenttype | Fulltext | |
