Prof. P.E.,
College of Civil Engineering, Chongqing University
Tel: +86-23-65120720
Email: wywang@cqu.edu.cn
Education
2005.9-2008.5: Ph.D., Tongji University, China.
2002.9-2005.7: M.Sc., Qingdao Technological University, China.
1998.9-2002.7: B.Sc., Qingdao Institute of Architecture and Engineering, China.
Career Details
2010.03-2010.07: Visiting Prof. inTokyo University of Science, Japan.
2011.01-2011.11: Research Associate in Michigan State University, USA.
2014.05-2015.09: Visiting Scholar in University of Texas at Austin, USA.
2008.06-2010.08: Assistant Prof. in Chongqing University, China.
2010.09-2017.08: Associate Prof. in Chongqing University, China.
2017.09-Now: Prof. in Chongqing University, China.
Research interests
Structural Fire Engineering;
Steel and composite structures;
Research Projects
[1] National Natural Science Foundation of China, 51678090;
[1] National Natural Science Foundation of China, 51878096;
Latest Publications
Book：
[1] Wang Weiyong，Li Guoqiang.Fire resistance desing theory of high strenght Q460 steel structures，Science Press of China，2016.
[2] Weiyong Wang，Venkatesh Kodur. Material properties of steel in fire conditions, Elsevier, 2019.
Internation Journal papers：
[1]Wang W.Y., Zhou H.Y., Xu L. Creep buckling of high strength Q460 steel columns at elevated temperatures. Journal of Constructional Steel Research,2019,157:414-425.
[2].Huanting Zhou, Weiyong Wang, Kang Wang, Lei Xu. Mechanical properties deterioration of high strength steels after high temperature exposure. Constructions and Building Materials, 2019,199:664-675.
[3].Zhou Xuhong, Shi Yu, Xu Lei, Xiaomei Yao, Wang Weiyong. A simplified method to evaluate the flexural capacity of lightweight cold-formed steel floor system with oriented strand board subfloor. Thin-walled structures, 2019,134:40-51.
[4].Weiyong Wang, Yue Xia，Guoqiang Li. Fire resistance studies on high strength steel structures, International journal of high-rise buildings，2018，7（4）：287-298.
[5].Wang Weiyong, Zhang Linbo, Ge Yong. Behaviour of restrained high strength steel columns at elevated temperature. Journal of Constructional Steel Research 2018,148: 251–264.
[6].Wang Weiyong, Zhang Linbo, He Pingzhao. A Numerical Investigation on Restrained High Strength Q460 Steel Beams Including Creep Effect. International Journal of Steel Structures，2018,18（5）：1497-1507.
[7]. Wang Weiyong, Zhou Hongyang, Zhou Yichao,Lei Xu. An approach for predicting fire resistance of high strength Q460 steel beams considering un-uniform temperature distribution. Fire technology, 2018,54(2):437-460.
[8]. Wang Weiyong, Wang Kang，Kodur VK, Wang Bin. Mechanical properties of high strength Q690 steel at elevated temperature. Journal of Materials in Civil Engineering, 2018, 30(5):04018062.
[9].Wang W.Y., Qin S.Q., Kodur V.K.R. Wang Yuhang. Experimental study on residual stress in welded box-sections after high temperature exposure. Advanced steel construction, 2018,14(1):73-89.
[10].Wang W.Y.，Yan S.H. Liu J.P. Test on temperature induced creep in high strength Q460 steel. Materials & Structures，2017,(2): 50-68.
[11].Wang W.Y., Wang K., Engelhardt M.D.,Li G.Q. Behavior of steel-concrete partially composite beams subjected to fire—Part 2：Analytical study. Fire Technology，DOI: 10.1007/s10694-016-0624-0.
[12].Wang W.Y., Engelhardt M.D., Li G.Q., Huang G.S. Behavior of steel-concrete partially composite beams subjected to fire—Part 1：Experimental study. Fire Technology,2016,1-20.
[13].Wang W.Y., Liu T.Z. Experimental and numerical study on post-fire behavior of high-strength Q460 steel columns. Advanced in Structural Engineering, 2016,19(12):1-16.
[14].Wang W.Y., Qin S.Q. Experimental investigation of residual stresses in thin-walled welded H-sections after fire exposure. Thin-walled Structures, 2016, (101):109-119.
[15].Wang, W., Yan, S., and Kodur, V. Temperature Induced Creep in Low-Alloy Structural Q345 Steel. J. Mater. Civ. Eng., 2016, 28(6): 06016003.
[16].Wang W.Y.，Liu T.Z. Liu J.P. Experimental study on post fire mechanical properties of high strength Q460 steel. Journal of Constructional Steel Research, 2015,114:100-109.
[17].Wang W.Y., Li G.Q., Ge Y. Residual stress study on welded section of high strength Q460 steel after fire exposure. Advanced steel constructions，2015，11（2）：150-164.
[18].Wang W.Y., Kodur VK, Yang X.C., Li G.Q. Experimental study on local buckling of axially compressed steel stub columns at elevated temperatures; Thin-walled structures, 2014,82:33-45.
[19].Wang W.Y.，Li G.Q. An approach for evaluating fire resistance of high strength Q460 steel columns. Frontier of Structural and Civil Engineering, 2014, 8(1):26-35.
[20].Wang W.Y., Ohmiya Y., Ma G.F. Fire resistance study of axially loaded high strength steel columns. Procedia Engineering，2013，62：690-701.
[21].Wang W.Y., Bing LIU, Kodur V.K. Effect of temperature on strength and elastic modulus of high strength steel. Journal of Materials in Civil Engineering, 2013，25(2)：174-182.
[22].Wang W.Y., Li G.Q., Kodur V.K. An Approach for Modeling Fire Insulation Damage in Steel Columns, Journal of Structural Engineering, 2013，139(4)：491-503.
[23].Li G.Q., Wang W.Y. A simplified approach for fire-resistance design of steel-concrete composite beams, Steel & Composite Structures，2013，14（3）：295-312.
[24].Wang W.Y., Li G.Q. Fire-resistance study of steel columns with partial fire protection damage. Fire Safety Journal, 2009, 44(8):1088-1094.
[25].Wang W.Y., Li G.Q. Behavior of steel columns in a fire with partial damage to fire protection. Journal of Constructional Steel Research, 2009, 65(6): 1392-1400.
[26].Li G.Q., Wang W.Y., Chen S.W. A simple approach for modeling fireresistance of steel columns with locally damaged fire retardant coating. Engineering Structures, 2009,31(3):617-622.
[27].Wang W.Y., Li G.Q., Dong Y.L. A practical approach for fire-resistance design of extended end-plate joints. Journal of Constructional Steel Research, 2008, 64(12):1456-1462.
[28].Wang W.Y., Li G.Q., Dong Y.L. Experimental study and spring-component modeling of extended end-plate joints in fire. Journal of Constructional Steel Research, 2007, 63 (8):1127-1137.
Awards
[1].Elected “Committee member” of professional committee of Structures in Fire of China Architecture Society of China; (2009)
[2].Elected “Member of Council” of Housing construction steel structure Branch of China Steel Structure Association; (2010)
[3].Excellent PhD. thesis of Shanghai award; (2010)
[4].Elected “Member of Council” of Stability and Fatigue Branch of China Steel Structure Association; (2011)
[5].Excellent Young Teachers in Chongqing University award; 2012)
[6].Elected “Committee member” of professional committee of building fire prevention of China Fire Fighting Association; (2013)
[7].Elected “Committee member” of professional committee of Structures and Building Materials of China Architecture Society of China; (2014)
[8].Huang's Youth Innovation Award; (2014)
[9].Elected “Member of Council” of Fire safety of Engineering Technical Branch of China Civil Engineering Association; (2015)
[10].Editorial Board Member of Journal of Civil, Architecture and Environmental Engineering; (2017)
[11] Tang's Excellent Research Teacher Award; (2018)
[12] Science and Technology Progress Award of Minstry of Education (First Grade).
