Direct Shear Strength of RPC Member
Direct Shear Strength of RPC Member

Shahad Q. Madhlom; Hussein A. Aziz; Ammar A. Ali

Volume 39, 1A , January 2021, , Page 22-33

https://doi.org/10.30684/etj.v39i1A.1638

Abstract
  In this research paper, results are obtained from Reactive Powder Concrete (RPC) push-off specimens - double L shape subjected to direct shear loading. Different parameters considered ...  Read More ...
The Influence of Shear Strain on the Torsion Capacity of Hybrid Beams
The Influence of Shear Strain on the Torsion Capacity of Hybrid Beams

Alyaa H. Mohammed; Kaiss F. Sarsam; Qais A. Hasan

Volume 38, 7A , July 2020, , Page 951-959

https://doi.org/10.30684/etj.v38i7A.371

Abstract
  This research discusses experimentally the shear strain of the reinforcement concrete hybrid beams composed of reactive powder concrete (RPC) at the peripheral and conventional concrete ...  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 ...
Influence of Steel Fiber and Spacing of Stirrups on the Torsion Capacity of Hybrid Beams
Influence of Steel Fiber and Spacing of Stirrups on the Torsion Capacity of Hybrid Beams

Alyaa H. Mohammed; Qais A. Hasan; Kaiss F. Sarsam

Volume 37, 12A , December 2019, , Page 506-511

https://doi.org/10.30684/etj.37.12A.2

Abstract
  This paper investigates experimentally the torsional behaviour of hybrid reinforced concrete beams composed of reactive powder concrete (RPC) at the outer edges of the cross-section ...  Read More ...
Experimental Research on Tension Lap Splice in Reactive Powder Concrete Beams Exposed to Repeated Loading
Experimental Research on Tension Lap Splice in Reactive Powder Concrete Beams Exposed to Repeated Loading

Q.A-M. Hassan; H.M. AlHassani; F.F. Saleem

Volume 35, 5A , May 2017, , Page 479-484

https://doi.org/10.30684/etj.35.5A.7

Abstract
  This research is a part of an experimental study to examine the effect of lap splicing tension steel bars reactive powder concrete (RPC) beams under repeated loads. Eight RPCbeams whose ...  Read More ...
Experimental study of Circular Short Columns made from Reactive Powder Concrete
Experimental study of Circular Short Columns made from Reactive Powder Concrete

Asmaa Ali Ahmad; Faidhi Abdul-Rahman Alkhazraji; Sarah Mohammed Omar

Volume 34, 9A , September 2016, , Page 1860-1872

https://doi.org/10.30684/etj.34.9A.12

Abstract
  This research studies the behavior of reactive powder concrete (RPC) circular short columns with and without steel fibers of different types, as well as change of the reinforcement ...  Read More ...
Behavior of Reinforced RPC Beams Strengthened by External CFRP in Flexure
Behavior of Reinforced RPC Beams Strengthened by External CFRP in Flexure

Kaiss F. Sarsam; Raid I. Khalel; Falah Jarass Aied

Volume 33, 7A , July 2015, , Page 1537-1554

https://doi.org/10.30684/etj.33.7A.1

Abstract
  This study is an attempt to provide experimental test data for reactive powder concrete (RPC) beams strengthened by externally bonded carbon fiber reinforced polymer (CFRP) in flexure. ...  Read More ...
Prediction of the Nominal Bending Moment Capacity for Plain and Singly Reinforced Rectangular RPC Beam Sections
Prediction of the Nominal Bending Moment Capacity for Plain and Singly Reinforced Rectangular RPC Beam Sections

Hisham M. Al-Hassani; Wasan I. Khalil; Lubna S. Danha

Volume 33, 5A , June 2015, , Page 1113-1130

https://doi.org/10.30684/etj.33.5A.9

Abstract
  A new generation of Ultra High Performance Concrete (UHPC) named Reactive Powder Concrete (RPC) was developed in the last decades, which offers, superior strength, durability and ductility. ...  Read More ...
Experimental Study of Reactive Powder Reinforced Concrete Beams Strengthened with CFRP for Critical Shear Zones
Experimental Study of Reactive Powder Reinforced Concrete Beams Strengthened with CFRP for Critical Shear Zones

Alaa M. Al-Habbobi; Shakir .A. Al-Mishhadani; Kaiss F. Sarsam

Volume 33, 1A , January 2015, , Page 1-11

https://doi.org/10.30684/etj.33.1A.12

Abstract
  The behavior and shear strength characteristics of eight SFRHSC beams strengthened with CFRP strips subjected to combined bending and shear are studied in the present research (in addition ...  Read More ...
Mechanical Properties of Reactive Powder Concrete (RPC) with Various Steel Fiber and Silica Fume Contents
Mechanical Properties of Reactive Powder Concrete (RPC) with Various Steel Fiber and Silica Fume Contents

Lubna S. Danha; Wasan Ismail Khalil; Hisham M. Al-Hassani

Volume 31, Issue 16 , September 2013, , Page 3090-3108

https://doi.org/10.30684/etj.31.16A.8

Abstract
  An experimental work was carried out to investigate some mechanical properties of Reactive Powder Concrete (RPC) which are particularly required as input data for structural design. ...  Read More ...
Experimental Investigation of Shear- Critical Reactive Powder Concrete Beams without Web Reinforcement
Experimental Investigation of Shear- Critical Reactive Powder Concrete Beams without Web Reinforcement

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

Volume 30, Issue 17 , October 2012, , Page 2999-3022

https://doi.org/10.30684/etj.30.17.5

Abstract
  جرت عملیة استقصاء عملی على سلوک عتبات خرسانیة عالیة المقاومة مصنوعة من المساحیق الفعالة. خمسة عشرة ...  Read More ...
Investigation of the Dowel and Friction Forces in Fiber Reinforced Ultra High Performance Concrete Beams
Investigation of the Dowel and Friction Forces in Fiber Reinforced Ultra High Performance Concrete Beams

Kaiss F. Sarsam; Maha M. S. Ridha; Zainab H. Mahdi

Volume 30, Issue 16 , September 2012, , Page 2923-2936

https://doi.org/10.30684/etj.30.16.14

Abstract
  The phenomenon of dowel action as a shear transfer mechanism across cracks has long been recognized as an important component of the overall shear resistance capacity of 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 ...
A Proposed Equation for the Evaluation of the Nominal Ultimate Bending Moment Capacity of Rectangular Singly Reinforced RPC Sections
A Proposed Equation for the Evaluation of the Nominal Ultimate Bending Moment Capacity of Rectangular Singly Reinforced RPC Sections

Suaad Kh. Ibraheem; Hisham M. Al Hassani

Volume 29, Issue 5 , March 2011, , Page 925-934

https://doi.org/10.30684/ etj.29.5.8

Abstract
  Based on compressive stress – compressive strain curves of Reactive Powder Concrete (RPC) which have been established recently in a Ph.D thesis(1), an equivalent bi-linear compressive ...  Read More ...