Engineering and Technology Journal

Keywords = shear

Number of Articles: 4
Experimental Evaluation of Effect of Flange Dimensions on Shear Behavior of NSC and SCC Double Tee Beams
Experimental Evaluation of Effect of Flange Dimensions on Shear Behavior of NSC and SCC Double Tee Beams

Ali H. Aziz; Mohammad Zohair Yousif; Laye K. Salman

Volume 30, Issue 17 , October 2012, , Page 3039-3053

https://doi.org/10.30684/etj.30.17.7

Abstract
  This study deals with, experimentally, the effect of flange dimensions on shear behavior of normal strength concrete (NSC) and self-compacting concrete (SCC) double Tee beams. Twelve ...  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 ...
Retrofit of Shear Critical R.C. Beams with Carbon Fiber Reinforced Polymers (CFRP)
Retrofit of Shear Critical R.C. Beams with Carbon Fiber Reinforced Polymers (CFRP)

Kaiss F. Sarsam; Amer F. Izzet

Volume 27, Issue 12 , September 2009, , Page 2398-2410

https://doi.org/10.30684/etj.27.12.12

Abstract
  This paper presents results of an experimental investigation involving eight tests on 1800mm long reinforced concrete (RC) beams strengthened in shear with externally bolted carbon ...  Read More ...
Nonlinear Finite Element Analysis of Reinforced Concrete Beams with a Small Amount of Web Reinforcement under Shear
Nonlinear Finite Element Analysis of Reinforced Concrete Beams with a Small Amount of Web Reinforcement under Shear

Thaer Jasim Mohammed

Volume 27, Issue 8 , June 2009, , Page 1485-1496

https://doi.org/10.30684/etj.27.8.5

Abstract
  This research work presents a nonlinear finite element investigation on thebehavior of reinforced concrete beams with a small amount of web reinforcement undershear. This investigation ...  Read More ...