تامر حنفى سيد رضوان

مدرس في الهندسة الإنشائية

المعلومات المهنية

المعلومات الدراسية

الأبحاث

1. Dessouki, A. K., Hassan, S. K., Yousef, A. H., Sayed, T. H. (2007). “Distortional and Local Buckling of Cold-Formed C and Z sections.” Proceedings, Twelfth International Colloquium on Structural and Geotechnical Engineering, (12th ICSGE), Ain Shams University, December 10-12, 2007.

2. Dessouki, A. K., Hassan, S. K., Yousef, A. H., and Sayed, T. H. (2009). “Influence of Corrugated Sheets on the Strength of Cold-Formed Steel Beams.” Ain Shams Journal of Civil Engineering (ASJCE), Faculty of Engineering, Ain Shams University, Vol. 44, No. 1, March 2009.

3. T. H. Radwan & N. K. Hassan (2014). “Stress Intensity Factor of Cracked Welded Joint Strengthened With CFRP.” Proceeding, International Workshop On Advanced Composites For Engineering Application, (ACEA 2014), German University in Cairo, May 5-6, 2014

4. N. K. Hassan, Y. F. Ahmed & T. H. Radwan. (2015). “Fatigue Life of Cruciform Welded Joint Strengthened with CFRP”. World Applied Sciences Journal 33 (5): 823-830.

5. T. H. Radwan, Y. F. Ahmed & N. K. Hassan. (2015). “Fatigue Life of Welded Joint Repaired with CFRP Under Cyclic Tensile Loading”. International Conference on Advances in Composite Materials and Structures, , Istanbul Technical University, April 13-15, 2015.

6. Elyamani Arabi1, Tamer H. Sayed, Sahour Sayed, Nahla Hassan & Kamal Sharobim (2018).“Finite Element Analysis of Cracked Steel Welded Joints Retrofitted with FRP”. International Journal of Engineering sciences & research technology, IJESRT 7(3), March 2018.

7. Eman G. Eldin, Tamer H. Radwan, Sherif Ibrahim & Nahla K. Hassan (2018). “Experimentally Enhancing Performance of Circular Hollow Section T-Joints.” Proceedings, Fifteenth International Conference on Structural and Geotechnical Engineering, (15th ICSGE), Ain Shams University, December 18-20, 2018.

8. Ahmed M. Ibrahim, Tamer H. Radwan, Sherif A. Ibrahim, Abdelrahim K. Dessouki (2020). “Experimental investigation of bolted hollow section splices using unstiffened circular end plate.” Journal of Constructional Steel Research 174 (2020) 106273, https://doi.org/10.1016/j.jcsr.2020.106273