The Influence of Shear Strain on the Torsion Capacity of Hybrid Beams
The Influence of Shear Strain on the Torsion Capacity of Hybrid Beams

Alyaa H. Mohammed; Kaiss F. Sarsam; Qais A. Hasan

Volume 38, 7A , July 2020, , Page 951-959

https://doi.org/10.30684/etj.v38i7A.371

Abstract
  This research discusses experimentally the shear strain of the reinforcement concrete hybrid beams composed of reactive powder concrete (RPC) at the peripheral and conventional concrete ...  Read More ...
Influence of Steel Fiber and Spacing of Stirrups on the Torsion Capacity of Hybrid Beams
Influence of Steel Fiber and Spacing of Stirrups on the Torsion Capacity of Hybrid Beams

Alyaa H. Mohammed; Qais A. Hasan; Kaiss F. Sarsam

Volume 37, 12A , December 2019, , Page 506-511

https://doi.org/10.30684/etj.37.12A.2

Abstract
  This paper investigates experimentally the torsional behaviour of hybrid reinforced concrete beams composed of reactive powder concrete (RPC) at the outer edges of the cross-section ...  Read More ...
Experimental Behavior of Hybrid Steel and Polypropylene Fiber Reinforced Concrete Deep Beam Containing Openings
Experimental Behavior of Hybrid Steel and Polypropylene Fiber Reinforced Concrete Deep Beam Containing Openings

Nabeel Al-Bayati; Noor Hadi

Volume 36, 2A , February 2018, , Page 163-171

https://doi.org/10.30684/etj.36.2A.7

Abstract
  Twelve simple span reinforced concrete deep beams were tested under symmetrically two points top load to examine the effect of steel fiber and polypropylene fiber and influence of the ...  Read More ...