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 ...
Flexural Performance of Reinforced Concrete Built-up Beams with SIFCON
Flexural Performance of Reinforced Concrete Built-up Beams with SIFCON

Ghazwan K. Mohammed; Kaiss F. Sarsam; Ikbal N. Gorgis

Volume 38, 5A , May 2020, , Page 669-680

https://doi.org/10.30684/etj.v38i5A.501

Abstract
  The study deals with the effect of using Slurry infiltrated fiber concrete (SIFCON) with the reinforced concrete beams to explore its enhancement to the flexural capacity. The experimental ...  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 ...