代表性学术论文 [1]Yu Deng(邓宇); Yuxi Hao; Ahmed Mohamed; Simon H.F. Wong; Yunchao Tang; Terry Y.P. Yuen; Piti Sukontasukkul; Minhe Shen; Nirodha Fernando; Ruth Saint; Hexin Zhang ; Experimental investigation of mechanically laminated straight or curved-and-tapered bamboo-concrete T-beams, Engineering Structures, 2023, 283: 115896.(JCR1区,中科院1区,Top期刊,IF:4.745) [2]Yu Deng(邓宇), Ling D, Guo Z, Sukontasukkul P, Yuen TYP, Wong SHF, et al. Strain driven mode-switching analytical framework for estimating flexural strength of RC box girders strengthened by prestressed CFRP plates with experimental validation. Engineering Structures. 2023, 286: 116084.(JCR1区,中科院1区,Top期刊,IF:4.745) [3]Yu Deng(邓宇), Guo Z, Zhang H, Limkatanyu S, Sukontasukkul P, Yuen TYP, et al. Experimental study on flexural behaviours of fresh or aged hollow reinforced concrete girders strengthened by prestressed CFRP plates. Engineering Structures. 2023;294:116776.(JCR1区,中科院1区,Top期刊,IF:4.745) [4]Zhang H, Shen M,Yu Deng*(邓宇), Andras P, Sukontasukkul P, Yuen TYP, et al. A new concept of bio-based prestress technology with experimental Proof-of-Concept on Bamboo-Timber composite beams. Construction and Building Materials. 2023;402:132991.(JCR1区,中科院1区,Top期刊,IF:6.311) [5]Yu Deng(邓宇), Jinyang Gui, Hexin Zhang, Alberto Taliercio, Peng Zhang, Simon H.F. Wong, Piti Sukontasukkul, Afrasyab Khan, Lin Li, Yunchao Tang, Xingyu Chen,Study on crack width and crack resistance of eccentrically tensioned steel-reinforced concrete members prestressed by CFRP tendons,Engineering Structures,2022,252,113651, (SCI,EI收录)(JCR1区,中科院1区,Top期刊,IF:4.745) [6]Yu Deng(邓宇), Minhe Shen, Hexin Zhang, Peng Zhang, Terry Y.P. Yuen, Chayanon Hansapinyo, Peijun Wang, Asif Usmani, Afrasyab Khan, Jia-Jian Zhao,Experimental and analytical studies on steel-reinforced concrete composite members with bonded prestressed CFRP tendon under eccentric tension,Composite Structures,2021,271,114124,(SCI,EI收录)(JCR1区,中科院1区,Top期刊,IF:5.138) [7]Yu Deng(邓宇), Zhenzhen Li, Hexin Zhang ,Alberto Coriglianod , Angus C.C. Lam,Chayanon Hansapinyo,Zhitao Yang.Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms.Composite Structures,2020;46:1-10. (SCI,EI收录)(JCR1区,中科院1区,Top期刊,IF:6.3) [8]Yu Deng(邓宇),Fuqiang Ma, Hexin Zhang.Experimental Study on Shear Performance of RC Beams Strengthened with NSM CFRP Pre-stressed Concrete Prisms,Engineering Structures ,2021;6:10-20. (SCI,EI收录)(JCR1区,中科院1区,Top期刊,IF:4.745) [9]Kal Uheida, Yu Deng(邓宇), Hexin Zhang, Laura Galuppi, Jiaxiang Gao, Li Xie, Shuge Huang, Xuanshen Qin, Simon H.F. Wong, Jianwen Guo, Guangxin Zhang, Ahmed Mohamed,Determining equivalent-sectional shear modulus in torsion tests for laminated glass beams using photogrammetry method,Composite Structures,2021,276,114572,(SCI,EI收录)(JCR1区,中科院1区,Top期刊,IF:6.3) [10]Yu Deng(邓宇),Jiong-Feng Liang, and Wei Li.Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns.Advances in Materials Science and Engineering,2021, doi.org/10.1155/2021/6678802.(SCI,EI收录) [11]Ahmed Mohamed ,Yu Deng(邓宇),Hexin Zhang. et al.Photogrammetric evaluation of shear modulus of glulam timber using torsion test method and dual stereo vision system,European Journal of Wood and Wood Products.2021,79, 1209–1223.(JCR1区,中科院3区,Top期刊,IF:2.014) [12]Ahmed Mohamed , Hexin Zhang , Yu Deng(邓宇) ,Performance study on mounting system for displacement transducer in mechanical tests of timber samples using photogrammetry method,Wood Material Science and Engineering,2021,1-17. 10.1080/17480272.2021.1978107.(JCR1区,中科院3区,IF:2.090) [13]Hexin Zhang , Niaz Gharavi , Simon H.F. Wong , Yu Deng*(邓宇), Effect of Concentrated Butt-Joints on Flexural Properties of Laminated Bamboo-Timber Flitch Beams,Journal of Sandwich Structures and Materials,2021,79, 1209–1223.(JCR1区,中科院2区,IF:5.497) [14] 邓宇,武晓彤,张鹏.预应力型钢混凝土柱偏心受拉性能试验研究[J].建筑结构学报,2019,40(05):115-123.(中文核心EI收录,Top期刊) [15]邓宇,孙仁中,张鹏,李真真.拉-弯-剪复合作用下型钢混凝土柱抗震性能研究及损伤量化分析[J].振动与冲击,2021,40(04):195-204.(中文核心EI收录,Top期刊) [16] 邓宇,武晓彤,张鹏.无黏结预应力型钢混凝土偏拉构件裂缝控制试验研究及计算方法[J].工业建筑,2019,49(08):185-189+16.(中文核心CSCD收录) [17] 邓宇,张鹏,张祥宁,和真理.预应力部分外包组合梁抗弯承载力试验研究与理论分析[J].建筑钢结构进展,2018,20(03):42-50.(中文核心CSCD收录) [18] 邓宇,甘德丽,张鹏,杨希涛.CFRP-PCPs复合筋混凝土梁受弯性能试验及理论方法研究[J].玻璃钢/复合材料,2018(02):52-57.(中文核心CSCD收录) [19] 邓宇,曾鑫,张鹏,刘楠,杨勇,甘德丽,杨希涛,白启宏.CFRP-PCPs筋内嵌加固混凝土梁裂缝分析与计算[J].建筑科学,2017,33(01):17-23.(中文核心CSCD收录) [20]邓宇,牟晓辉,张鹏,刘闻冰,钟卿瑜.CFRP-PCPs复合筋混凝土连续梁塑性性能试验分析[J].建筑结构,2016,46(15):37-41.(中文核心CSCD收录) [21]LiangJiongFeng, YuDeng*(邓宇), XieShengjun, LiJianping.Cyclic Performance of Concrete Beams Reinforced with CFRP Prestressed Prisms.Structural Engineering and Mechanics[J].2017,(03):291-295.(SCI收录) [22]LiangJF, YuDeng*(邓宇), YuBai.Flexural Behavior of Concrete Beams Reinforced with CFRP Prestressed Prisms.Computers and Concrete[J].2016,(03):295-304.(SCI收录) [23] 邓宇,武晓彤,甘徳丽,张鹏,杨希涛,张伟学.局部配CFRP-PCPs复合筋混凝土梁的设计方法[J].兰州理工大学学报,2018,44(06):142-147.(中文核心) [24] 邓宇,任吉,谭春雷,曾鑫,张鹏,黄凡荣,左荣盛,李宏开.泡沫混凝土砌块最佳配合比的确定[J].混凝土与水泥制品,2018(10):64-67.(中文核心) [25] 邓宇,任吉,谭春雷,曾鑫,杨希涛,张鹏,黄凡荣,左荣盛.不同配合比轻质混凝土砌块的性能研究[J].新型建筑材料,2018,45(06):112-115.(中文核心) |