| contributor author | Beatrice Belletti | |
| contributor author | Roberto Cerioni | |
| contributor author | Alberto Meda | |
| contributor author | Giovanni Plizzari | |
| date accessioned | 2017-05-08T21:18:33Z | |
| date available | 2017-05-08T21:18:33Z | |
| date copyright | September 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290899-1561%282008%2920%3A9%28599%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46458 | |
| description abstract | A numerical study on the fracture behavior of steel fiber-reinforced concrete (SFRC) slabs on grade for industrial pavements is presented. Finite element analyses have been carried out by using a commercial finite element code where user subroutines based on nonlinear fracture mechanics have been implemented to describe the progressive cracking behavior of SFRC. The model is capable of simulating both primary and secondary cracks when they occur in concrete and it has been validated by comparing numerical predictions with experimental observations of full-scale tests on slabs on elastic subgrade under point loads in different positions. A real pavement with contraction or construction joints has been numerically simulated to investigate the stress and the strain fields for the most significant positions of point loads. | |
| publisher | American Society of Civil Engineers | |
| title | Design Aspects on Steel Fiber-Reinforced Concrete Pavements | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 9 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2008)20:9(599) | |
| tree | Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 009 | |
| contenttype | Fulltext | |
