DSpace
 

KNUSTSpace >
Research Articles >
College of Engineering >

Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/11344

Title: On The Non-Linear Finite Element Modelling of Self-Compacting Concrete Beams
Authors: Yaw, Lemuel Thompson
Banahene Osei, Jack
Adom-Asamoah, Mark
Keywords: self-compacting concrete
finite element
beam
reinforced concrete
Issue Date: 2017
Abstract: Self-Compacting Concrete (SCC) is a form of concrete that is able to compact itself under its own weight. Many experimental researchers have resorted to trying to understand the behavioural properties of SCC used in structural elements such as beams. Nonetheless, the validation of the responses of small-scale components using finite element analysis can help engineers to parametrically characterise the behaviour of large-scale components. This study proposes a finite element model to analyse two different SCC beams by using the computational platform, ABAQUS. The load-deflection curves of tested beams was primarily used for verification purposes, with theoretical code-based estimates serving as benchmark. Results indicated that the FEM model compared very well with the experimental responses observed in terms of deformation and load capacities at first crack and ultimate failure. The absolute error in the responses for the developed finite element model was on the average 2.3% and 7.8% for the ultimate failure loads and deflections respectively.
URI: http://hdl.handle.net/123456789/11344
Appears in Collections:College of Engineering

Files in This Item:

File Description SizeFormat
On The Non-Linear Finite Element Modelling of Self-Compacting Concrete Beams.pdf903.05 kBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback