Effect of CFRP Layer Orientation on the Behavior of Shear-Strengthened Steel Plate Girders
Effect of CFRP Layer Orientation on the Behavior of Shear-Strengthened Steel Plate Girders

Mohammed J. Hamood; Wael Sh. Abdulsahib; Ali H. Abdullah

Volume 36, 7A , July 2018, , Page 709-714

https://doi.org/10.30684/etj.36.7A.2

Abstract
  The present paper investigates experimentally the impacts of fiber layer orientation on the structural behavior of CFRP strengthened steel-plated girders that are subjected to shear. ...  Read More ...
Flexural Strength and Ductility of CFRP Strengthened Reinforced Concrete Beams
Flexural Strength and Ductility of CFRP Strengthened Reinforced Concrete Beams

Bayan S. Al-Numan; Jamal A. Farhan; Othman K. Ali

Volume 34, 7A , July 2016, , Page 1294-1307

https://doi.org/10.30684/etj.34.7A.4

Abstract
  A total of fourteen beams, 100×150 mm in cross-section were tested in the laboratory over an effective span of 2000 mm. Two of them were used as reference beams. Twelve fiber ...  Read More ...
Experimental and Numerical Study of the Effects Of Creating Openings in Existing RC Beams and StrengtheningWith CFRP
Experimental and Numerical Study of the Effects Of Creating Openings in Existing RC Beams and StrengtheningWith CFRP

Hayder Qais Majeed

Volume 30, Issue 15 , September 2012, , Page 2550-2561

https://doi.org/10.30684/etj.30.15.1

Abstract
  This study presents an experimental and nonlinear finite element analysis of creating square openings in existing RC beams and strengthening with CFRP laminate. Flexural strengthening ...  Read More ...