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 ...
Proposed Model for Uniaxial Tensile Behavior of Ultra High Performance Concrete
Proposed Model for Uniaxial Tensile Behavior of Ultra High Performance Concrete

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

Volume 33, 1A , January 2015, , Page 61-77

https://doi.org/10.30684/etj.33.1A.5

Abstract
  This paper investigates experimentally the complete uniaxial tensile stress-strain relationships of Ultra High Performance Concrete (UHPC) and equations for expressing such relationships ...  Read More ...
Modeling of Stress-Strain Relationship for Fibrous Concrete Under Cyclic Loads
Modeling of Stress-Strain Relationship for Fibrous Concrete Under Cyclic Loads

Bayar J. Al-Sulayfani; Hatim T. Al-Taee

Volume 26, Issue 1 , January 2008, , Page 45-54

https://doi.org/10.30684/etj.26.1.4

Abstract
  A mathematical model to predict the stress–strain behavior of fibrous concrete compositesunder random cyclic compressive loadings is developed. The envelopeunloading strain is ...  Read More ...