Size Effect on The Shear Strength of Reinforced Concrete Beams
Size Effect on The Shear Strength of Reinforced Concrete Beams

Hind T. Jaber; Kaiss F. Sarsam; Bassman R. Muhammad

Volume 39, Issue 12 , December 2021, , Page 1960-1976

https://doi.org/10.30684/etj.v39i12.2283

Abstract
  According to research, as the depth of a beam increases, the section's shear strength can be expected to decrease. The size effect is a phrase that has been used to describe this tendency. ...  Read More ...
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 Minimum Tension Steel Reinforcement on the Behavior of Singly Reinforced Concrete Beams in Flexure
Influence of Minimum Tension Steel Reinforcement on the Behavior of Singly Reinforced Concrete Beams in Flexure

Ali A. Abdulsada; Raid I. Khalel; Kaiss F. Sarsam

Volume 38, 7A , July 2020, , Page 1034-1046

https://doi.org/10.30684/etj.v38i7A.902

Abstract
  The requirements of minimum flexural reinforcement in the last decades have been a reason for controversy. The structural behavior of beams in bending is the best way of investigating ...  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 ...
Influence of Spirals on the Behavior of Short RC Columns Strengthened by External CFRP
Influence of Spirals on the Behavior of Short RC Columns Strengthened by External CFRP

Kaiss F. Sarsam; Raid I. Khalel; Mohammed A. Hadi

Volume 36, 2A , February 2018, , Page 223-233

https://doi.org/10.30684/etj.36.2A.15

Abstract
  An experimental study was carried out to investigate the behavior of normal strength reinforced concrete (RC) circular short columns strengthened by carbon fiber reinforced polymer ...  Read More ...
Influence of High-Strength Concrete on Punching Shear in Slabs
Influence of High-Strength Concrete on Punching Shear in Slabs

Kaiss F. Sarsam; Sameh B. Shuker; Ali S. Rishk

Volume 24, Issue 9 , October 2005, , Page 1178-1187

https://doi.org/10.30684/etj.24.9A.6

Abstract
  This work studles punching shear resistance of slabs with normal strength concrete (NSC) and high strength concrete (HSC), with emphasis on HSC. Test results of (47) reinforced concrete ...  Read More ...
Shear Capacity of Rc Beams With Web Reinforcement- A New Approach
Shear Capacity of Rc Beams With Web Reinforcement- A New Approach

Kaiss F. Sarsam; Nabil A-M. AL-Bayati

Volume 24, Issue 9 , October 2005, , Page 1278-1290

https://doi.org/10.30684/etj.24.9A.15

Abstract
  In this paper 115 reinforced concrete (RC) beams failing in shear, obtained from the literature, are used to study the effect of the major parameters on the shear strength of normal ...  Read More ...
Shear Design of High and Normal Rc Beams Without Web Reinforcement
Shear Design of High and Normal Rc Beams Without Web Reinforcement

Kaiss F. Sarsam; Nabil A - M . Al - Bayati

Volume 24, Issue 5 , May 2005, , Page 537-554

https://doi.org/10.30684/etj.24.5.6

Abstract
  Abstract This work examines the major parameters that influence the shear strength of reinforced concrete ( RC ) beams without web reinforcement . These include the shear span / depth ...  Read More ...