Parametric Study of Continous Composite Steel-Concrete Beam with External Prestressing
Parametric Study of Continous Composite Steel-Concrete Beam with External Prestressing

Amer M. Ibrahim; Wissam D. Salman

Volume 33, 3A , April 2015, , Page 738-752

https://doi.org/10.30684/etj.33.3A.18

Abstract
  In the present study, three-dimensional nonlinear finite element analyses were conducted to investigate the effect of several important parameters on the behavior of the external prestressed ...  Read More ...
Nonlinear Behavior of Steel-Concrete Composite Beams Curved in Plane with CFRP Strips Bonding
Nonlinear Behavior of Steel-Concrete Composite Beams Curved in Plane with CFRP Strips Bonding

Ahmed F. Kadhum

Volume 28, Issue 12 , June 2010, , Page 2308-2324

https://doi.org/10.30684/etj.28.12.3

Abstract
  This paper deals with the behavior of structural steel-concrete composite beamscurved in plane. The analytical investigation included the use of three dimensionalnonlinear finite elements ...  Read More ...
Buckling Analysis of Composite Laminated Plate with Cutouts
Buckling Analysis of Composite Laminated Plate with Cutouts

Hani Aziz Ameen

Volume 27, Issue 8 , June 2009, , Page 1611-1621

https://doi.org/10.30684/etj.27.8.15

Abstract
  The determination of critical buckling load of composite plate is animportant factor in determining the structural stability, which was done by ANSYSprogram and experimental investigation ...  Read More ...