Retrofitting of SCC Deep Beams With Circular Openings Using CFRP
Retrofitting of SCC Deep Beams With Circular Openings Using CFRP

Nabeel A. Al-Bayati; Dhiyaa H. Mohammed; Nawfal A. Abdul Jabbar

Volume 39, Issue 7 , July 2021, , Page 1092-1104

https://doi.org/10.30684/etj.v39i7.74

Abstract
  The main objectives of this study are: encouraging the production and use of  self-compacting  concrete,  use  of  materials  which  are  lightweight,  ...  Read More ...
Structural Behavior of Retrofitted Reinforced SCC Continuous Deep Beam With CFRP and Hybrid Techniques
Structural Behavior of Retrofitted Reinforced SCC Continuous Deep Beam With CFRP and Hybrid Techniques

Wisam J. Al -Bdari; Nabeel A. Al-Bayati; Ihsan Ali Al-Shaarbaf

Volume 39, Issue 7 , July 2021, , Page 1153-1163

https://doi.org/10.30684/etj.v39i7.1928

Abstract
  In this research, the results of experimental test of seven reinforced SCC continuous deep beams after being retrofitting by CFRP with different techniques. The main objective of the ...  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 ...
Effect of Shear Span-Depth Ratio on Shear Strength of Porcelanite Lightweight Aggregate Reinforced Concrete Deep Beams Strengthened by Externally Bonded CFRP Strips
Effect of Shear Span-Depth Ratio on Shear Strength of Porcelanite Lightweight Aggregate Reinforced Concrete Deep Beams Strengthened by Externally Bonded CFRP Strips

K.F. Sarsam; N.A.M. Al-Bayati; A.S. Mohammed

Volume 35, 3A , March 2017, , Page 267-275

https://doi.org/10.30684/etj.35.3A.12

Abstract
  This paper presents an experimental investigation of structural behaviour of reinforced concrete deep beams strengthened in shear by CFRP strips. The experimental program consisted ...  Read More ...
Structural Behavior of Self Compacting Reinforced Concrete Deep Beams Containing Openings
Structural Behavior of Self Compacting Reinforced Concrete Deep Beams Containing Openings

Nabeel A. AL-Bayati; Bassman R. Muhammad; Ahmed Salam Hasan

Volume 34, 12A , December 2016, , Page 2310-2317

https://doi.org/10.30684/etj.34.12A.13

Abstract
  Eleven simple span reinforced self-compacting concrete deep beams were tested under symmetrically two points top load to examine the influence of the transverse circular openings on ...  Read More ...
An Experimental Study on the Shear Strength of High-performance Reinforced Concrete Deep Beams without Stirrups
An Experimental Study on the Shear Strength of High-performance Reinforced Concrete Deep Beams without Stirrups

Sinan Abdulhkaleq Yaseen

Volume 34, 11A , November 2016, , Page 2123-2139

https://doi.org/10.30684/etj.34.11A.17

Abstract
  High-performance fiber-reinforced concrete is a new class of concrete that has been developed in recent decades. It exhibits enhanced properties such as high compressive strength and ...  Read More ...