Theoretical Investigations on the Structural Behavior of Biaxial Hollow Concrete Slabs

This paper presents a numerical analysis using ANSYS finite element program to simulate the reinforced concrete slabs with spherical voids. Six full-scale one way bubbled slabs of (3000mm) length with rectangular cross-sectional area of (460mm) width and (150mm) depth are tested as simply supported...

Full description

Bibliographic Details

Published in:	Journal of Engineering
Main Authors:	Nazar Kamel Ali Oukaili, Prof. Dr., Hassan Hamoudi Yasseen, Instructor
Format:	Article
Language:	English
Published:	University of Baghdad 2015-06-01
Subjects:	finite element analysis, one way slabs, prestressed concrete slabs, bubbled slabs, spherical voids.
Online Access:	http://joe.uobaghdad.edu.iq/index.php/main/article/view/417