原文传递
Development of Fully Prefabricated Steel-UHPC Composite Deck System
| 题名： | Development of Fully Prefabricated Steel-UHPC Composite Deck System |
| 正文语种： | 英文 |
| 作者： | Canhui Zhao1; Kangkang Wang2; Rongyao Xu3; Kailai Deng4; Bing Cui5 |
| 作者单位： | 1Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ.,Chengdu 610031, China; Research Fellow, National Engineering Laboratory for Technology of Geological Disaster Prevention in Land Transportation, Southwest Jiaotong Univ., Chengdu 610031, China. 2Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. 3M.S. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. 4Assistant Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; Research Fellow, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). 5Professorate Senior Engineer, CCCC Highway Consultants Co., Ltd., No. 85 Dawai St., Beijing 100088, China. |
| 关键词： | Fully prefabricated construction; Steel-ultra-high-performance concrete (UHPC) composite deck; Crack resistance; Pretensioned rebar; Finite-element model; Parametric analysis |
| 摘要： | This paper proposes a novel fully prefabricated composite deck system to achieve green and accelerated construction in bridge engineering. Ultra-high-performance concrete (UHPC), which has excellent mechanical properties, was employed as the main material of the prefabricated deck. Special connecting configurations, that is, steel plates with studs or pretensioned rebar, were used for enhancing the crack resistance of the steel-UHPC interface and facilitating convenient on-site assembly. Two sets of specimens featuring passive and active crack resistance were tested for investigation of the behavior of the composite deck under negative moment. The tests showed that the fully prefabricated composite deck provided satisfactory crack resistance compared with a traditional cast-in-place construction composite deck. On the basis of physical testing, a numerical model was built with Abaqus for further parametric analysis. Several design parameters were evaluated through supplementary analyses and recommendations were made for rebar pretension force and beam stiffener height. |
| 出版年： | 2019 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | 145 |
| 期： | 7 |
| 页码： | 1-11 |
相关文献
- Closure to “Development of Fully Prefabricated Steel-UHPC Composite Deck System”by Canhui Zhao, Kangkang Wang, Rongyao Xu, Kailai Deng, and Bing Cui
- Discussion of “Development of Fully Prefabricated Steel-UHPC Composite Deck System” by Canhui Zhao, Kangkang Wang, Rongyao Xu, Kailai Deng, and Bing Cui
- Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors
- Flexural Performance of UHPC-Concrete-ECC Composite Member Reinforced with Perforated Steel Plates
- Experimental and Analytical Study of Fully Prefabricated Damage-Tolerant Beam to Column Connection for Earthquake-Resilient Frame
- Examination of Ductility and Seismic Diaphragm Design Force-Reduction Factors for Steel Deck and Composite Diaphragms
检索历史
应用推荐
