Theoretical Investigations on the Structural Behavior of Biaxial Hollow Concrete Slabs

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...

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Bibliographic Details
Main Authors: Nazar Kamel Ali Oukaili, Prof. Dr., Hassan Hamoudi Yasseen, Instructor
Format: Article
Language:English
Published: University of Baghdad 2015-06-01
Series:Journal of Engineering
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

Internet

http://joe.uobaghdad.edu.iq/index.php/main/article/view/417

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