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 ...
Effect of the Number of Horizontal Construction Joints In Reinforced Concrete Beams
Effect of the Number of Horizontal Construction Joints In Reinforced Concrete Beams

Maha Ghalib Ghaddar; Layla Ali Ghaleb; Qais Abdul-Majeed

Volume 28, Issue 19 , September 2010, , Page 5803-5821

https://doi.org/10.30684/etj.28.19.1

Abstract
  In this paper some results from previous experimental test are adoptedand analyzed using a nonlinear three-dimensional finite element ANSYScomputer program (v.11) to investigate the ...  Read More ...
Influence of Anchorage on the Behavior of CFRP RC Beams in Flexure
Influence of Anchorage on the Behavior of CFRP RC Beams in Flexure

Samir F. Dawood; Sabih Z. Al-Sarraf

Volume 28, Issue 9 , April 2010, , Page 1836-1853

https://doi.org/10.30684/etj.28.9.12

Abstract
  This research study involves experimental and theoretical investigations of thebehavior of flexural debonding of carbon fiber reinforced polymer (CFRP) laminateswith steel anchorages. ...  Read More ...