Engineering and Technology Journal

Author = Sayhood, Eyal K.

Number of Articles: 3
Effect of Recycled Aggregate on Behavior of Tied and Spiral Reinforced Fibrous Circular Short Columns
Effect of Recycled Aggregate on Behavior of Tied and Spiral Reinforced Fibrous Circular Short Columns

Eyad K. Sayhood; Mohammed A.E. Al-Hamdani; Jabbar K. Sahan

Volume 39, Issue 12 , December 2021, , Page 1945-1952

https://doi.org/10.30684/etj.v39i12.965

Abstract
  This study focuses on studying the behavior of fibrous circular short columns (tied and spirally reinforced) using recycled coarse aggregate (f'c, ft, Ec, and fr) by using recycled ...  Read More ...
Numerical Study of Bond Stress-Slip Relationship in Large Scale Reactive Powder Concrete Beams
Numerical Study of Bond Stress-Slip Relationship in Large Scale Reactive Powder Concrete Beams

Eyad K. Sayhood; Sameh B. Tobeia; Ammar A. Ali

Volume 37, 12A , December 2019, , Page 496-505

https://doi.org/10.30684/etj.37.12A.1

Abstract
  As the reactive powder concrete (RPC) represents one of the ultra-high performance concrete types that recently used in public works and in the presence of several attempts that aims ...  Read More ...
Shear Strength of Concrete Deep Beam Subjected to Uniformly Distributed Load
Shear Strength of Concrete Deep Beam Subjected to Uniformly Distributed Load

Eyal K. Sayhood; Ali S. Resheq; Ayad J. Habeeb

Volume 36, 2A , February 2018, , Page 125-135

https://doi.org/10.30684/etj.36.2A.3

Abstract
  In this paper, result of tests on 20 simply supported concrete deep beams are presented. All tested beams have dimensions of (150 x 400 x 1100) mm and tested under (1, 2, 4 and 8) point ...  Read More ...