I1.Wang, W.W., Dai, J.G. and Harries, Kent A. (2013), Intermediate Crack-Induced Debonding in RC Beams Externally Strengthened with Prestressed FRP Laminates, Journal of Reinforced Plastics and Composites (available online:DOI: 10.1177/0731684413492574).
I2.Wang, W.W. and Dai, J.G. (2013), Self-stressed Steel Fiber Reinforced Concrete as Negative Moment Connection for Strengthening of Multi-span Simply-Supported Girder Bridges, Journal of Advances in Structural Engineering,2013,16(6):1113-1127(SCI).
I3.Lei Zhang, Wenwei-Wang, Qing Liu, Xian-hua Chen. An Innovative Approach to Determine Deck Pavement Modulus and Interfacial Slip Stiffness Based on a Composite Beam Model.Construction and Building Materials, 2013,40(1):411-418(SCI\EI).
I4.Wen-wei Wang, Jian-guo Dai, Kent A.Harries. Performance evaluation of RC beams strengthened with an externally bonded FRP system under simulated vehicles loads. ASCE Journal of Bridge Engineering, 2013,18(1):76-82(SCI\EI).
I5.Wen-wei Wang, Jian-guo Dai, Kent A.Harries and Qi-hang Bao. Prestress Losses and Flexural Behavior of Reinforced Concrete Beams Strengthened with Post-tensioned CFRP Sheets. ASCE Journal of Composites for Construction, 2012,16(2):207-216(SCI\EI).
I6.Wang WW, Dai JG, Li G, and Huang CK. Long-term behavior of prestressed old-new concrete composite beams. ASCE Journal of Bridge Engineering,2011,16(2):275-285(SCI\EI)
I7.Wang WW, Dai JG, Huang CK, and Bao QH. Strengthening multiple span simply-supported girder bridges using post-tensioned negative moment connection technique. Engineering Structures,2011,33(3):663-673(SCI\EI).
I8.Wang WW, Li G. Experimental study and analysis of RC beams strengthened with CFRP laminates under sustaining load. International Journal of Solids and Structures,2006,43(3):1372-1387(SCI/EI).
I9.Wang WW, Li G. Behavior of interfacial stresses between RC beams and GFRP sheets. Journal of Southeast University (English Edition),2007, 23(1):105-111(EI).
I10.Wang WW, Li G. Experimental study of RC beams strengthened with CFRP laminates under sustaining loads. Journal of Wuhan University of Technology – Material Science Edition,2006,21(3):82-85(SCI/EI).
I11.Wang WW, LI G. Experimental study and calculation of flexural capacity of RC beams strengthened with GFRP sheets. Journal of Southeast University (English Edition), 2004, 20(2):229-234(EI).
C1.Xiao Wang , Wen-wei Wang,Jian-guo Dai and Fei Zhao.FE Analysis of GFRP-concrete Composite Bridge Decks Using a Mixed Eelement Approach.The 4th Asia-Pacific Young Researchers and Graduates Symposium (YRGS2012),Hongkong,China,2012.12.
C2. Kent A. Harries,Wen-wei Wang,Jian-Guo Dai.Capacity Development of Externally Bonded CFRP Subject to Oscillating Loads During Resin Cure. The Third Asia-Pacific Conference on FRP in Structures, Sapporo, Japan, 2012.2.
C3. Kent A. Harries,Wen-wei Wang,Jian-Guo Dai. Anchorage and Long-term Losses of a Prestressed Externally Bonded CFRP System. The 6th International Conference on FRP Composites in Civil Engineering(CICE2012), Roma, Italy, 2012.6.
C5. Wenwei Wang. Experimental Study of Concrete Beams Strengthened with CFRP Sheets under Simulating Vehicles Loads. The 5th International Conference on FRP Composites in Civil Engineering(CICE2010), Beijing, 2010.10.
C6. Wenwei Wang and Yang Wei. Statistical studies on material behavior of CFRP sheets under uniaxial loads and its application in reliability analysis. The 5th International Conference on FRP Composites in Civil Engineering(CICE2010), Beijing, 2010.10.