| contributor author | Philippe Turcry | |
| contributor author | Ahmed Loukili | |
| contributor author | Khalil Haidar | |
| contributor author | Gilles Pijaudier-Cabot | |
| contributor author | Abdeldjelil Belarbi | |
| date accessioned | 2017-05-08T21:17:58Z | |
| date available | 2017-05-08T21:17:58Z | |
| date copyright | February 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290899-1561%282006%2918%3A1%2846%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46104 | |
| description abstract | This paper presents a study on cracking risk due to shrinkage of self-compacting concrete (SCC). Cracking of SCC was investigated through a comparison of material properties, such as shrinkage, modulus of elasticity, creep, and fracture parameters, between SCC mixtures and ordinary concrete (OC) mixtures. Restrained shrinkage tests (ring tests) were also performed on the same mixtures. Numerical simulations were then used to assess the correlation between material properties and results of restrained shrinkage tests. SCC and OC were found to have equivalent shrinkage cracking tendency, provided that compressive strength is kept the same and that SCC has adequate segregation resistance. | |
| publisher | American Society of Civil Engineers | |
| title | Cracking Tendency of Self-Compacting Concrete Subjected to Restrained Shrinkage: Experimental Study and Modeling | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2006)18:1(46) | |
| tree | Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001 | |
| contenttype | Fulltext | |
