8/2005 - Present Associate Professor of Dalian University of Technology (DUT)
12/2002 - 6/2005 Post-doctoral Fellow in Engineering Mechanics of DUT
8/2006- 3/2008 COE Post-doctoral Fellow in Hokkaido University, Japan
7/2002- 7/2005 Instructor of School Civil and Hydraulic Engineering, DUT
9/ 1999-7/ 2002: Ph.D student at the School Civil and Hydraulic Engineering,
DUT, and was awarded the Ph.D in 2002.
9/ 1997-7/ 1999: graduate student at the School Civil and Hydraulic Engineering, DUT
9/ 1993-9/ 1997: undergraduate student in Shandong University of Technology
|
[1] Licheng WANG and Tamon Ueda. Mesoscale modeling of chloride penetration in unsaturated concrete damaged by freeze-thaw cycling. Journal of Materials in Civil Engineering, ASCE, Accepted
[2] Licheng WANG and Shuhong Li. Capillary absorption of concrete after subjected to mechanical loading. The Future of Structural Engineering: Research, Practice and Eduacation, Proceedings of the Fourth Asia-Pacific Young Researchers & Graduates Symposium, Hongkong, Dec. 4-5, 2012, edited by Jian-guo Dai and Songye Zhu, The Hong Kong PolyTechnic University, 161-168.
[3] Licheng WANG. Numerical simulation on chloride diffusion in oceanic concrete under flexural loading. Proceedings of the First International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2012), 5-7 December 2012, Hong Kong, China, 1520-1528.
[4] Licheng Wang and Tamon Ueda. Mesoscale modelling of the chloride diffusion in cracks and cracked concrete. Journal of Advanced Concrete Technology, 2011, 9(3): 241-249.
[5] Licheng Wang and Tamon Ueda. Mesoscale simulation of chloride diffusion in concrete considering the binding capacity and concentration dependence. Computers and Concrete, 2011, 8(2): 125-142.
[6] Licheng Wang and Tamon Ueda. Mesoscale modeling of water penetration into concrete by capillary absorption. Ocean Engineering, 2011, 38(4): 519-528.
[7] Wang Licheng, Soda, M. and Ueda, T. Simulation of chloride diffusivity for cracked concrete based on RBSM and truss network model. Journal of Advanced Concrete Technology, 2008, 6(1): 143-155
|