| contributor author | Omar Chaallal | |
| contributor author | Madasamy Arockiasamy | |
| contributor author | Ahmed Godat | |
| date accessioned | 2017-05-08T22:20:29Z | |
| date available | 2017-05-08T22:20:29Z | |
| date copyright | May 2015 | |
| date issued | 2015 | |
| identifier other | 42116615.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/78173 | |
| description abstract | The objectives of this study are to evaluate the parameters that affect the behavior of flexible pipes for culverts and storm sewers and to examine the strength-limit states of such pipes proposed by the AASHTO bridge-design specifications. The flexible pipes investigated in the study are high-density polyethylene (HDPE), PVC, and metal pipes. The pipe diameters considered are 914 mm (36 in.) and 1,219 mm (48 in.). A three-dimensional finite-element (FE) model has been developed to simulate the behavior of buried pipes under truck load. Results from field tests conducted by the authors for large-diameter pipes under | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Finite-Element Investigation of the Parameters Influencing the Behavior of Flexible Pipes for Culverts and Storm Sewers under Truck Load | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 2 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000186 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 002 | |
| contenttype | Fulltext | |
