Experimental Study of Reactive Powder Reinforced Concrete Beams Strengthened with CFRP for Critical Shear Zones
Experimental Study of Reactive Powder Reinforced Concrete Beams Strengthened with CFRP for Critical Shear Zones

Alaa M. Al-Habbobi; Shakir .A. Al-Mishhadani; Kaiss F. Sarsam

Volume 33, 1A , January 2015, , Page 1-11

https://doi.org/10.30684/etj.33.1A.12

Abstract
  The behavior and shear strength characteristics of eight SFRHSC beams strengthened with CFRP strips subjected to combined bending and shear are studied in the present research (in addition ...  Read More ...
Strengthening of Ferrocement Beams in Torsion by CFRP Strips
Strengthening of Ferrocement Beams in Torsion by CFRP Strips

Aseel Sami Al-Obaidy; Kaiss F.Sarsam; Alaa K. Abdul Karim

Volume 32, Issue 3 , March 2014, , Page 702-719

https://doi.org/10.30684/etj.32.3A.11

Abstract
  Torsion is resisted well by closed form reinforcement, due to the circulatory nature of the torsion inducing shear flow stresses in a beam. Therefore, it will be more efficient to have ...  Read More ...
Nonlinear Behavior of Steel-Concrete Composite Beams Curved in Plane with CFRP Strips Bonding
Nonlinear Behavior of Steel-Concrete Composite Beams Curved in Plane with CFRP Strips Bonding

Ahmed F. Kadhum

Volume 28, Issue 12 , June 2010, , Page 2308-2324

https://doi.org/10.30684/etj.28.12.3

Abstract
  This paper deals with the behavior of structural steel-concrete composite beamscurved in plane. The analytical investigation included the use of three dimensionalnonlinear finite elements ...  Read More ...