| contributor author | Shihong | |
| contributor author | Zhang | |
| contributor author | Xudong | |
| contributor author | Shao | |
| contributor author | Junhui | |
| contributor author | Cao | |
| contributor author | Jianfeng | |
| contributor author | Cui | |
| contributor author | Jianhua | |
| contributor author | Hu | |
| contributor author | Lu | |
| contributor author | Deng | |
| date accessioned | 2017-05-08T22:34:36Z | |
| date available | 2017-05-08T22:34:36Z | |
| date copyright | July 2016 | |
| date issued | 2016 | |
| identifier other | 50106807.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82944 | |
| description abstract | An innovative lightweight composite deck (LWCD) is proposed for steel bridges to avoid premature fatigue cracking. The composite deck is composed of an open-ribbed orthotropic steel deck (OSD) and a thin ultrahigh-performance concrete (UHPC) layer. This study is based on a suspension steel bridge in China, namely, the Second Dongting Lake Bridge. The following investigations were performed: (1) preliminary finite-element analysis (FEA) was carried out to evaluate the vehicle-induced stress ranges (i.e., Δσ = σ | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs | |
| type | Journal Paper | |
| journal volume | 21 | |
| journal issue | 7 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000905 | |
| tree | Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 007 | |
| contenttype | Fulltext | |
