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 ...
Effect of Addition Carbon And Glass Fibers On Bond Strength of Steel Reinforcement and Normal Concrete
Effect of Addition Carbon And Glass Fibers On Bond Strength of Steel Reinforcement and Normal Concrete

Rana Hashim Ghedan

Volume 31, 1A , January 2013, , Page 81-97

https://doi.org/10.30684/etj.2013.71250

Abstract
  The concept of composite materials using fibers as reinforcement is not new. The aim of composing materials is to improve some properties of the original materials. In civil engineering, ...  Read More ...
Behavior of Composite Steel-Concrete Beam Subjected To Negative Bending
Behavior of Composite Steel-Concrete Beam Subjected To Negative Bending

Ikbal N. Korkess; Anas H. Yousifany; Qais Abdul-Majeed; Husain M. Husain

Volume 27, Issue 1 , January 2009, , Page 53-71

https://doi.org/10.30684/etj.27.1.5

Abstract
  This work deals with the behavior of structural continuous composite steelconcretebeams, which are widely used in building and bridge constructions. Thereforethe structural behavior ...  Read More ...