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 ...
Behavior of Cohesive Soil Reinforced by Polypropylene Fiber
Behavior of Cohesive Soil Reinforced by Polypropylene Fiber

Mohammed A. Al-Neami; Falah Hasan Raheel; Yassein H. Al-Ani

Volume 38, 6A , June 2020, , Page 801-812

https://doi.org/10.30684/etj.v38i6A.109

Abstract
  For any land-based structure, the foundation is very important and has to be strong to support the entire structure. In order for the foundation to be strong, the soil underneath it ...  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 ...
Behavior of Tapered Self-Compacting Reinforced Concrete Beams Strengthened by CFRP
Behavior of Tapered Self-Compacting Reinforced Concrete Beams Strengthened by CFRP

T.S. al-Attar; S.S. Abdulqader; S.K. Ibrahim

Volume 35, 3A , March 2017, , Page 197-203

https://doi.org/10.30684/etj.35.3A.3

Abstract
  This study presents an experimental investigation on the behavior of fourteen reinforced self-compacting concrete tapered beams with or without strengthening. The strengthening was ...  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 ...
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 ...
Experimental Study on Compressibility, Volume Changes, Strength and Permeability Characteristics of Unsaturated Bentonite-Sand Mixtures
Experimental Study on Compressibility, Volume Changes, Strength and Permeability Characteristics of Unsaturated Bentonite-Sand Mixtures

Mohammed Y. Fattah; Nahla M. Salim; Entesar J. Irshayyid

Volume 34, 7A , July 2016, , Page 1308-1323

https://doi.org/10.30684/etj.34.7A.5

Abstract
  Expansive soils are generally found in arid and semiarid regions. These soils undergo volumetric changes upon wetting and drying, thereby causing ground heave and settlement problems. ...  Read More ...
Study Shear Strength Characteristics of Gypseous Sandy Soil Using Additives
Study Shear Strength Characteristics of Gypseous Sandy Soil Using Additives

Hussein H. Karim; T. Schanz; Maha H. Nasif

Volume 31, Issue 8 , June 2013, , Page 1431-1446

https://doi.org/10.30684/etj.31.8A1

Abstract
  The present study investigated the possibility of enhancing collapsible gypseous soil of Al-Qarma site (with relatively high gypsum content around 50%), which is located in Al-Anbar ...  Read More ...
Shear Capacity of High-Strength Fiber Reinforced Concrete Beam-Column Joints
Shear Capacity of High-Strength Fiber Reinforced Concrete Beam-Column Joints

Kaiss Sarsam; Zaid Muhammad Kani Al-Azzawi

Volume 28, Issue 6 , March 2010, , Page 1253-1266

https://doi.org/10.30684/etj.28.6.17

Abstract
  This work examines the work of 13 high-strength concrete (HSC) beamcolumnjoints (BCJ)-with and without steel fibers. Several shear design methods(with modification for fiber content, ...  Read More ...
CONTRIBUTION OF LIQUID ASPHALT IN SHEAR STRENGTH AND REBOUND CONSOLIDATION BEHAVIOUR OF GYPSEOUS SOIL
CONTRIBUTION OF LIQUID ASPHALT IN SHEAR STRENGTH AND REBOUND CONSOLIDATION BEHAVIOUR OF GYPSEOUS SOIL

SAAD I. SARSAM; SALAH W. IBRAHIM

Volume 26, Issue 4 , April 2008, , Page 484-495

https://doi.org/10.30684/etj.29.4.10

Abstract
  AbstractThis paper deals with the effect of stabilizing gypseous soil using two liquid Asphalttypes (cutback and emulsion) on its behavior in shear strength and reboundconsolidation.Soil-Asphalt ...  Read More ...