Cover Image

Analysis of concrete-corrugated-steel slab based on modified transformed section method

An Elasticity Matrix is proposed for a concrete and steel sheet composite slab with trapezoidal corrugation. Modified transformed section method is utilized. One layer of an equivalent material with a notional thickness is used to formulate flexural and torsional rigidities. A special purpose code i...

Full description

Saved in:
Bibliographic Details
Main Author: Mohammadi Bazargan, Hossein
Format: Thesis
Published: 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/48347/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.utm.48347
record_format eprints
spelling my.utm.483472017-08-17T04:55:09Z http://eprints.utm.my/id/eprint/48347/ Analysis of concrete-corrugated-steel slab based on modified transformed section method Mohammadi Bazargan, Hossein TA Engineering (General). Civil engineering (General) An Elasticity Matrix is proposed for a concrete and steel sheet composite slab with trapezoidal corrugation. Modified transformed section method is utilized. One layer of an equivalent material with a notional thickness is used to formulate flexural and torsional rigidities. A special purpose code is developed in MATLAB environment. The applied techniques for programming are elaborated. The code offers the diagrams and maximum values of displacement, moments, and slopes of a rectangular, simply supported composite floor decking with arbitrary dimensions. It is found that at least a cubic polynomial is needed to estimate the effect of the thickness of the concrete layer of the slab on maximum displacement, Wz. At least a quadratic polynomial is needed to predict the effect of the length of the major span of the slab on maximum displacement, Wz, of the slab. And at least a quadratic polynomial is needed to estimate the effect of the length of the major span of the slab on the maximum moment, Mx, on major direction of the slab. LUSAS software is utilized to validate the MATLAB code. Convergence study is also conducted. The consistency between LUSAS and MATLAB results confirms the reliability of the code 2014 Thesis NonPeerReviewed Mohammadi Bazargan, Hossein (2014) Analysis of concrete-corrugated-steel slab based on modified transformed section method. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mohammadi Bazargan, Hossein
Analysis of concrete-corrugated-steel slab based on modified transformed section method
description An Elasticity Matrix is proposed for a concrete and steel sheet composite slab with trapezoidal corrugation. Modified transformed section method is utilized. One layer of an equivalent material with a notional thickness is used to formulate flexural and torsional rigidities. A special purpose code is developed in MATLAB environment. The applied techniques for programming are elaborated. The code offers the diagrams and maximum values of displacement, moments, and slopes of a rectangular, simply supported composite floor decking with arbitrary dimensions. It is found that at least a cubic polynomial is needed to estimate the effect of the thickness of the concrete layer of the slab on maximum displacement, Wz. At least a quadratic polynomial is needed to predict the effect of the length of the major span of the slab on maximum displacement, Wz, of the slab. And at least a quadratic polynomial is needed to estimate the effect of the length of the major span of the slab on the maximum moment, Mx, on major direction of the slab. LUSAS software is utilized to validate the MATLAB code. Convergence study is also conducted. The consistency between LUSAS and MATLAB results confirms the reliability of the code
format Thesis
author Mohammadi Bazargan, Hossein
author_facet Mohammadi Bazargan, Hossein
author_sort Mohammadi Bazargan, Hossein
title Analysis of concrete-corrugated-steel slab based on modified transformed section method
title_short Analysis of concrete-corrugated-steel slab based on modified transformed section method
title_full Analysis of concrete-corrugated-steel slab based on modified transformed section method
title_fullStr Analysis of concrete-corrugated-steel slab based on modified transformed section method
title_full_unstemmed Analysis of concrete-corrugated-steel slab based on modified transformed section method
title_sort analysis of concrete-corrugated-steel slab based on modified transformed section method
publishDate 2014
url http://eprints.utm.my/id/eprint/48347/
_version_ 1643652533495791616
score 13.223943

Similar Items