Fatih Alemdar, Ph.D.
Affiliations: | 2011 | Civil, Environmental & Architectural Engineering | University of Kansas, Lawrence, KS, United States |
Area:
Civil EngineeringGoogle:
"Fatih Alemdar"Parents
Sign in to add mentorAdolfo B. Matamoros | grad student | 2011 | University of Kansas | |
(Repair of bridge steel girders damaged by distortion-induced fatigue.) |
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Publications
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Yılmaz O, Bekiroğlu S, Alemdar F, et al. (2019) Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections Latin American Journal of Solids and Structures. 16 |
Saifaldien-Shakir, Alemdar F. (2018) Experimental Study of Fatigue Crack Behavior of Rib-To-Rib Butt Welded Connections in Orthotropic Steel Decks Latin American Journal of Solids and Structures. 15 |
Alemdar F, Nagati D, Matamoros A, et al. (2014) Repairing distortion-induced fatigue cracks in steel bridge girders using angles-with-plate retrofit technique. I: Physical simulations Journal of Structural Engineering (United States). 140 |
Alemdar F, Overman T, Matamoros A, et al. (2014) Repairing distortion-induced fatigue cracks in steel bridge girders using angles-with-plate retrofit technique. II: Computer simulations Journal of Structural Engineering (United States). 140 |
Alemdar F, Gangel R, Matamoros A, et al. (2014) Use of CFRP overlays to repair fatigue damage in steel plates under tension loading Journal of Composites For Construction. 18 |
Kaan BN, Alemdar F, Bennett CR, et al. (2012) Fatigue enhancement of welded details in steel bridges using CFRP overlay elements Journal of Composites For Construction. 16: 138-149 |
Alemdar F, Matamoros A, Bennett C, et al. (2012) Use of CFRP overlays to strengthen welded connections under fatigue loading Journal of Bridge Engineering. 17: 420-431 |
Alemdar F, Matamoros AB, Bennett CR, et al. (2011) Improved method for bonding CFRP overlays to steel for fatigue repair Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 133-144 |
Alemdar F, Sezen H. (2010) Shear behavior of exterior reinforced concrete beam-column joints Structural Engineering and Mechanics. 35: 123-126 |
Sezen H, Alemdar F. (2007) Evaluation of FEMA 356 models for reinforced concrete columns and beam-column joints Structural Engineering Research Frontiers |