A Parametric Study on Behavior of Elliptical Cantilever Deep Beams

This parametric study used finite element method (ETABS 2019), on 20 elliptical reinforced concrete cantilever deep beam specimens that have rectangular sections. Five parameters were taken into consideration: beam height, beam width, concrete compressive strength, load position and load type. Resu...

Full description

Bibliographic Details
Main Authors: Baidaa Nihad, Khattab S. Abdul-Razzaq, Adham Abdulsattar Hameed
Format: Article
Language:English
Published: University of Diyala 2022-12-01
Series:Diyala Journal of Engineering Sciences
Subjects:
Online Access:https://djes.info/index.php/djes/article/view/1018