Effect of Wire-Mesh Type on Strengthening Reinforced Concrete Beams
Effect of Wire-Mesh Type on Strengthening Reinforced Concrete Beams

Basil S. Al-Shathr; Haider A. Abdulhameed; mohammed M. Mahdi

Volume 40, Issue 5 , May 2022, , Page 759-768

https://doi.org/10.30684/etj.2021.131159.1009

Abstract
  Structural strengthening is a method of application to raise the load-ability capacity of building structures to meet the building's need to carry additional and unexpected loads that ...  Read More ...
Nonlinear Finite Element Analysis of High Strength Fiber Reinforced Concrete Beams
Nonlinear Finite Element Analysis of High Strength Fiber Reinforced Concrete Beams

Zinah A. Abdul Hussein

Volume 38, 9A , September 2020, , Page 1293-1304

https://doi.org/10.30684/etj.v38i9A.1840

Abstract
  This research work presents a nonlinear finite element investigation on the behavior of high strength fiber reinforced concrete beams. This investigation is carried out in order to ...  Read More ...
Analysis and Design of Beams Reinforced with Steel Fiber and Composite Plates
Analysis and Design of Beams Reinforced with Steel Fiber and Composite Plates

Mereen H. Fahmi Rasheed; Ayad Z. Saber Agha

Volume 38, 2A , February 2020, , Page 113-125

https://doi.org/10.30684/etj.v38i2A.38

Abstract
  The addition of epoxy bending plate to the tension and compression faces or web is an effective technique for flexural or shear strengthening of reinforced concrete beams, also using ...  Read More ...
Shear Lag in Reinforced Concrete T-Beams with Web Openings
Shear Lag in Reinforced Concrete T-Beams with Web Openings

Eyad Kadhum Sayhood; Nisreen Saleh; Ahmed S.Hanon

Volume 34, 8A , August 2016, , Page 1673-1687

https://doi.org/10.30684/etj.34.8A.17

Abstract
  In this paper, an extensive study is carried out 18 beams on the behavior of T-beams (8 with web openings, 10 without openings). Compressive strains distribution at the flanged are ...  Read More ...
Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams
Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams

Omar Qarani Aziz; Sinan Abdulkhaleq Yaseen

Volume 31, 1A , January 2013, , Page 42-52

https://doi.org/10.30684/etj.2013.71247

Abstract
  This paper reports experimental data on the behavior and strength of high-strength concrete slender beams reinforced with vertical shear reinforcement. Tests were conducted on ten reinforced ...  Read More ...
Nonlinear Finite Element Analysis of RPC Beams Failing in Shear
Nonlinear Finite Element Analysis of RPC Beams Failing in Shear

Kaiss F. Sarsam; Ihsan A.S. Al-Shaarbaf; Maha M. S. Ridha

Volume 29, Issue 11 , August 2011, , Page 2175-2188

https://doi.org/10.30684/etj.29.11.7

Abstract
  Reactive powder concrete (RPC) is a new type of ultra-high strength and high ductility concrete first developed in the 1990's in France. It is recognized as a revolutionary material ...  Read More ...
Nonlinear Finite Element Analysis of High Strength Lightweight Concrete Beams
Nonlinear Finite Element Analysis of High Strength Lightweight Concrete Beams

Farked Kais Ibrahim

Volume 28, Issue 10 , May 2010, , Page 1910-1923

https://doi.org/10.30684/etj.28.10.4

Abstract
  This research work presents a nonlinear finite element investigation on thebehavior of lightweight reinforced concrete beams. This investigation is carriedout in order to get a better ...  Read More ...
Bond Strength-Splice Length in Concrete Beams Confined by Transverse Reinforcement
Bond Strength-Splice Length in Concrete Beams Confined by Transverse Reinforcement

Sameh Badry Tobeia Shuker

Volume 28, Issue 2 , January 2010, , Page 322-339

https://doi.org/10.30684/etj.28.2.11

Abstract
  This work aim to study the effect of transverse reinforcement , area of splicebar, concrete cover thickness , rib area and the increasing in concrete strength (highstrengthconcrete) ...  Read More ...
Nonlinear Finite Element Analysis of Prestressed Concrete Tee Beams
Nonlinear Finite Element Analysis of Prestressed Concrete Tee Beams

Ihsan A. S. Al-Shaarbaf; May J. Hamoodi

Volume 27, Issue 2 , January 2009, , Page 275-287

https://doi.org/10.30684/etj.27.2.6

Abstract
  A three-dimensional finite element computer program ( 3DMPCP ) hasbeen developed to investigate the behaviour of prestressed reinforced concretebeams and to predict their ultimate loads. ...  Read More ...
Analysis of Beams on Non-Linear Elastic Winkler Foundation
Analysis of Beams on Non-Linear Elastic Winkler Foundation

Mustafa Abdulla Al-Ani

Volume 24, Issue 9 , October 2005, , Page 1251-1261

https://doi.org/10.30684/etj.24.9A.13

Abstract
  This paper deals with thin beams resting on non-linear Winkler foundations by using the secant modulus approach to specify the modulus of subgrade reaction. The finite differences method ...  Read More ...