仝騰,博士,東南大學土木工程學院教師。
基本介紹
- 中文名:仝騰
- 學位/學歷:博士
- 職業:教師
- 專業方向:橋樑工程
- 任職院校:東南大學土木工程學院
個人經歷,研究方向,學術成果,
個人經歷
匹茲堡大學 | 匹茲堡,美國 |
博士 土木與環境工程學院 | 2012.09 - 2016.12 |
東南大學 | 南京,中國 |
碩士 東南大學土木工程學院-橋樑工程 | 2009.09 – 2012.07 |
東南大學 | 南京,中國 |
學士 東南大學土木工程學院 | 2005.09 – 2009.07 |
研究方向
橋樑工程 | 混凝土橋樑理論 | 有限元模擬 |
計算方法與數值模擬 | 高性能混凝土 | 複合材料 |
多尺度理論與計算 | 固體力學 | 混凝土時變效應 |
學術成果
期刊論文
Tong, T., Su. Q-T., & Yu, Q (2017).The Coupled Effect of Concrete Shrinkage, Creep and Cracking on The Performance of Post-connected Prestressed Steel-concrete Composite Girders,Journal of Bridge Engineering (ASCE). (Accepted)
Wang, W.,Tong, T., Tan, S., & Yu, Q. (2017).Subcritical Crack Growth in Cementitious Materials Subject to Chemo-mechanical Deterioration - Experimental Test Using Specimens of Negative Geometry.Journal of applied mechanics(ASME),84(4), 041004-041004-11.
Tong, T., Liu, Z., Zhang, J., & Yu, Q. (2016). Long-term Performance of Prestressed Concrete Bridges under The Intertwined Effects of Concrete Damage, Static Creep and Traffic-induced Cyclic Creep. Engineering Structures,127,510-524.
Tong, T., Fan, Z., Liu, Q., Wang, S., Tan, S., & Yu, Q. (2016). Investigation of the effects of graphene and graphene oxide nanoplatelets on the micro-and macro-properties of cementitious materials.Construction and Building Materials,106, 102-114.
Sun, Z., Liu, F.,Tong, T., Qi, C., & Yu, Q. (2016). Hydration of Concrete Containing Hybrid Recycled Demolition Powders.Journal of Materials in Civil Engineering (ASCE). (accepted)
Liu, Q., Xu,Q., Yu, Q.,Tong, T.(2016). Experimental Investigation on Mechanical and Piezoresistive Properties of Cementitious Materials Containing Graphene and Graphene Oxide Nanoplatelets.Construction and Building Material, 127, 565-576.
Qi, J. N., Wang, J. Q., Ma, Z. J., &Tong, T.(2016). Shear Behavior of Externally Prestressed Concrete Beams with Draped Tendons.ACI Structural Journal,113(4), 677.
Wendner, R.,Tong, T., Strauss, A., & Yu, Q. (2015). A case study on correlations of axial shortening and deflection with concrete creep asymptote in segmentally-erected prestressed box girders.Structure and Infrastructure Engineering,11(12), 1672-1687.
Liu, Q.,Tong, T., Liu, S., Yang, D., & Yu, Q. (2014). Investigation of using hybrid recycled powder from demolished concrete solids and clay bricks as a pozzolanic supplement for cement.Construction and Building Materials, 73, 754-763.
Wang, H., Hu, R., Xie, J.,Tong, T., & Li, A. (2012). Comparative study on buffeting performance of Sutong Bridge based on design and measured spectrum.Journal of Bridge Engineering (ASCE),18(7), 587-600.
Tong, T., & Liu, Z. (2011). Comparison study of durability design for concrete bridges: Chinese-code and Eurocode.Journal of Southeast University,27(4), 436-440.
會議論文
Wang,W.,Tong, T.,& Yu, Q. (2016, May). Subcritical Crack Growth Induced by Stress Corrosion in Harden Cement Paste.9International Conference on Fracture Mechanism of Concrete and Concrete Structures(pp. 1891-1902).
Tong, T., Fan, Z., Liu, Q., Wang, S., & Yu, Q. (2015, April). Investigation of the Effects of Graphene on the Micro-and Macro-Properties of Cementitious Materials.InStructures Congress 2015(pp. 1314-1325). ASCE.
Yu, Q., &Tong, T.(2015, September). Coupled Effects of Static Creep, Cyclic Creep, and Damage on the Long-Term Performance of Prestressed Concrete Bridges: A Case Study Based on Rate-Type Formulation.In10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures.
Yu, Q., Pan, C., &Tong, T.(2013). A multi-Scale Material Model for Predicting the Multi-Decade Behavior of Concrete Structures. InStructures Congress 2013@ sBridging Your Passion with Your Profession(pp. 1891-1902). ASCE.
Wang, H., Li, A., Zong, Z.,Tong, T., & Zhou, R. (2012). Damper Optimization for Long-Span Suspension Bridges: Formulations and Applications.Design Optimization of Active and Passive Structural Control Systems, 112.
仝騰,龔俊,李磊(2011):考慮行波效應的大跨徑斜拉橋地震效應分析,全國橋樑會議。
仝騰,濮衛,劉釗(2010):化學腐蝕環境下節段預製拼裝混凝土梁橋的耐久性探討,全國橋樑會議。
王超,仝騰,濮衛,劉釗(2010):南京四橋節段預製拼裝橋樑的耐久性提升技術,全國橋樑會議。

