| dc.contributor.author | Hyo Seon Ji | |
| dc.contributor.author | Byung Jik Son | |
| dc.contributor.author | Zhongguo (John) Ma | |
| dc.date.accessioned | 2017-05-08T21:25:50Z | |
| dc.date.available | 2017-05-08T21:25:50Z | |
| dc.date.copyright | January 2009 | |
| dc.date.issued | 2009 | |
| dc.identifier.other | %28asce%291084-0702%282009%2914%3A1%2836%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/51169 | |
| dc.description.abstract | A hybrid concept of composite sandwich panel with hybrid fiber-reinforced polymer (FRP)—steel core was proposed for bridge decks in order to not only improve stiffness and buckling response but also be cost efficient compared to all glass fiber-reinforced polymer (GFRP) decks. The composite sandwich bridge deck system is comprised of wrapped hybrid core of GFRP grid and multiple steel box cells with upper and lower GFRP facings. Its structural performance under static loading was evaluated and compared with the ANSYS finite element predictions. It was found that the presented composite sandwich panel with hybrid FRP-steel core was very efficient for use in bridges. The thickness of the hybrid deck may be decreased by 19% when compared with the all GFRP deck. The failure mode of the proposed hybrid deck was more favorable because of the yielding of the steel tube when compared with that of all GFRP decks. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Evaluation of Composite Sandwich Bridge Decks with Hybrid FRP-Steel Core | |
| dc.type | Journal Paper | |
| dc.journal.volume | 14 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2009)14:1(36) | |
| dc.tree | Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 001 | |
| dc.contenttype | Fulltext | |
