Professor Phone: (+86) 27-87559825 Email: hustgaofei@hust.edu.cn Academic Areas: Structural Engineering Research Interests:Steel Structures, Composite Structures, Fire Resistance Academic Degrees PhD, 2006, School of Civil and Environmental Engineering, Nanyang Technological University, Singapore; Bachelor, 2001, School of Civil Engineering, Huazhong University of Science and Technology, Wuhan, China. Professional Experience PhD, 2006, School of Civil and Environmental Engineering, Nanyang Technological University, Singapore; Bachelor, 2001, School of Civil Engineering, Huazhong University of Science and Technology, Wuhan, China. Selected Publications 1. Gao Fei, Guan Xingquan, Zhu Hongping, Xia Yong. Hysteretic behaviour of tubular T-joints reinforced with doubler plates after fire exposure. Thin-Walled Structures 2015; 92(2015):10-20. 2. Gao Fei, Zhu Hongping, Zhang Danhong, Fang Tianshou. Experimental investigation on flexural behavior of concrete-filled pentagonal flange beam under concentrated loading. Thin-Walled Structures 2014; 84(2014):214-25. 3. Gao Fei, Cheng Qian, Luo Jun. Mechanics of nanowire buckling on elastomeric substrates with consideration of surface stress effects. Physica E 2014; 64(2014):72-7. 4. Gao Fei, Hu Biao, Zhu Hongping. Local joint flexibility of completely overlapped tubular joints under in-plane bending. Journal of Constructional Steel Research 2014; 99(8):1-9. 5. Gao Fei, Hu Biao, Zhu Hongping. Parametric equations to predict LJF of completely overlapped tubular joints under lap brace axial loading. Journal of Constructional Steel Research 2013; 89(10):284-92. 6. Gao Fei, Zhu Hongping, Liu Xiangnan. Failure behavior of axially loaded tubular Y-joints under fire. Advances in Structural Engineering 2013; 16(9):1523-33. 7. Gao Fei, Gho Wiemin. Parametric equations to predict SCF of axially loaded completely overlapped tubular circular hollow section joints. Journal of Structural Engineering 2008; 134(3):393-401. 8. Gao Fei, Shao Yongbo, Gho Wiemin. Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load. Journal of Constructional Steel Research 2007; 63(3):305-16. 9. Gao Fei. Stress and strain concentrations of completely overlapped tubular joints under lap brace OPB load. Thin-Walled Structures 2006; 44(8):861-71. 10. Gho Wiemin, Gao Fei, Yang Ye. Strain and stress concentration of completely overlapped tubular CHS joints under basic loadings. Journal of Constructional Steel Research 2006; 62(7):656-74. 11. Gho Wiemin, Yang Ye, Gao Fei. Failure mechanisms of tubular CHS joints with complete overlap of braces. Thin-Walled Structures 2006; 44(6):655-66. 12.Gho Wiemin, Gao Fei, Yang Ye. Load combination effects on stress and strain concentration of completely overlapped tubular K(N)-joints. Thin-Walled Structures 2005; 43(8):1243-63. 13. Gho Wiemin, Gao Fei. Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints. Journal of Constructional Steel Research 2004; 60(12):1761-82. Courses Taught National Natural Science Foundation of China：51378233, Research on mechanical behavior and failure mode of welded tubular joints in fire, 2014/01—2017/12 Innovate program of HUST, 2013QN026, Research on failure estimation of welded tubular joints with crack, 2013/01-2014/12 Innovate program of HUST, 2011QN177, Study on fire resistance of welded tubular joints，2011/01-2012/12. Project 1. Gao Fei, Guan Xingquan, Zhu Hongping, Xia Yong. Hysteretic behaviour of tubular T-joints reinforced with doubler plates after fire exposure. Thin-Walled Structures 2015; 92(2015):10-20. 2. Gao Fei, Zhu Hongping, Zhang Danhong, Fang Tianshou. Experimental investigation on flexural behavior of concrete-filled pentagonal flange beam under concentrated loading. Thin-Walled Structures 2014; 84(2014):214-25. 3. Gao Fei, Cheng Qian, Luo Jun. Mechanics of nanowire buckling on elastomeric substrates with consideration of surface stress effects. Physica E 2014; 64(2014):72-7. 4. Gao Fei, Hu Biao, Zhu Hongping. Local joint flexibility of completely overlapped tubular joints under in-plane bending. Journal of Constructional Steel Research 2014; 99(8):1-9. 5. Gao Fei, Hu Biao, Zhu Hongping. Parametric equations to predict LJF of completely overlapped tubular joints under lap brace axial loading. Journal of Constructional Steel Research 2013; 89(10):284-92. 6. Gao Fei, Zhu Hongping, Liu Xiangnan. Failure behavior of axially loaded tubular Y-joints under fire. Advances in Structural Engineering 2013; 16(9):1523-33. 7. Gao Fei, Gho Wiemin. Parametric equations to predict SCF of axially loaded completely overlapped tubular circular hollow section joints. Journal of Structural Engineering 2008; 134(3):393-401. 8. Gao Fei, Shao Yongbo, Gho Wiemin. Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load. Journal of Constructional Steel Research 2007; 63(3):305-16. 9. Gao Fei. Stress and strain concentrations of completely overlapped tubular joints under lap brace OPB load. Thin-Walled Structures 2006; 44(8):861-71. 10. Gho Wiemin, Gao Fei, Yang Ye. Strain and stress concentration of completely overlapped tubular CHS joints under basic loadings. Journal of Constructional Steel Research 2006; 62(7):656-74. 11. Gho Wiemin, Yang Ye, Gao Fei. Failure mechanisms of tubular CHS joints with complete overlap of braces. Thin-Walled Structures 2006; 44(6):655-66. 12.Gho Wiemin, Gao Fei, Yang Ye. Load combination effects on stress and strain concentration of completely overlapped tubular K(N)-joints. Thin-Walled Structures 2005; 43(8):1243-63. 13. Gho Wiemin, Gao Fei. Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints. Journal of Constructional Steel Research 2004; 60(12):1761-82. Awards 1. Gao Fei, Guan Xingquan, Zhu Hongping, Xia Yong. Hysteretic behaviour of tubular T-joints reinforced with doubler plates after fire exposure. Thin-Walled Structures 2015; 92(2015):10-20. 2. Gao Fei, Zhu Hongping, Zhang Danhong, Fang Tianshou. Experimental investigation on flexural behavior of concrete-filled pentagonal flange beam under concentrated loading. Thin-Walled Structures 2014; 84(2014):214-25. 3. Gao Fei, Cheng Qian, Luo Jun. Mechanics of nanowire buckling on elastomeric substrates with consideration of surface stress effects. Physica E 2014; 64(2014):72-7. 4. Gao Fei, Hu Biao, Zhu Hongping. Local joint flexibility of completely overlapped tubular joints under in-plane bending. Journal of Constructional Steel Research 2014; 99(8):1-9. 5. Gao Fei, Hu Biao, Zhu Hongping. Parametric equations to predict LJF of completely overlapped tubular joints under lap brace axial loading. Journal of Constructional Steel Research 2013; 89(10):284-92. 6. Gao Fei, Zhu Hongping, Liu Xiangnan. Failure behavior of axially loaded tubular Y-joints under fire. Advances in Structural Engineering 2013; 16(9):1523-33. 7. Gao Fei, Gho Wiemin. Parametric equations to predict SCF of axially loaded completely overlapped tubular circular hollow section joints. Journal of Structural Engineering 2008; 134(3):393-401. 8. Gao Fei, Shao Yongbo, Gho Wiemin. Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load. Journal of Constructional Steel Research 2007; 63(3):305-16. 9. Gao Fei. Stress and strain concentrations of completely overlapped tubular joints under lap brace OPB load. Thin-Walled Structures 2006; 44(8):861-71. 10. Gho Wiemin, Gao Fei, Yang Ye. Strain and stress concentration of completely overlapped tubular CHS joints under basic loadings. Journal of Constructional Steel Research 2006; 62(7):656-74. 11. Gho Wiemin, Yang Ye, Gao Fei. Failure mechanisms of tubular CHS joints with complete overlap of braces. Thin-Walled Structures 2006; 44(6):655-66. 12.Gho Wiemin, Gao Fei, Yang Ye. Load combination effects on stress and strain concentration of completely overlapped tubular K(N)-joints. Thin-Walled Structures 2005; 43(8):1243-63. 13. Gho Wiemin, Gao Fei. Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints. Journal of Constructional Steel Research 2004; 60(12):1761-82.
