Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias

This study is to investigate the nonlinear behaviour of prestressed waffle slab under concentrated load by using computer software namely ANalysis SYStem version 5.0. Three specimens of prestressed waffle slabs, WSCL1 (4 equal wafffes), WSCI-2 (9 equal waffles), and WSCL3 (16 equal waffles) are mode...

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Main Author: Allias, Ahmad Rashidi
Format: Thesis
Language:English
Published: 1997
Online Access:https://ir.uitm.edu.my/id/eprint/100897/1/100897.pdf
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spelling my-uitm-ir.1008972024-08-19T17:21:19Z Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias 1997 Allias, Ahmad Rashidi This study is to investigate the nonlinear behaviour of prestressed waffle slab under concentrated load by using computer software namely ANalysis SYStem version 5.0. Three specimens of prestressed waffle slabs, WSCL1 (4 equal wafffes), WSCI-2 (9 equal waffles), and WSCL3 (16 equal waffles) are modeled and analysed using finite element analysis (FEA). The nonlinear behaviour of the three prestressed waffle slabs are compared wtth the results of experiments conducted by Khairul Amali ( July 1991). Results are interpreted in term of load-deflection relationship, stress distribution and stress-strain behaviour. The behaviour of the waffle slab specimens were bounded by the influences of transducer locations and numbers of ribs involved in the quadrant. ïn this study, the finite element analysis considered similar points to which deflections and strains are measured. The overall strength of the three specimens relied totaily on the prestressed rib existence and locations and the FE models produced similar results as reported earlier (Khairul Amali, July 1991). 1997 Thesis https://ir.uitm.edu.my/id/eprint/100897/ https://ir.uitm.edu.my/id/eprint/100897/1/100897.pdf text en public degree Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
description This study is to investigate the nonlinear behaviour of prestressed waffle slab under concentrated load by using computer software namely ANalysis SYStem version 5.0. Three specimens of prestressed waffle slabs, WSCL1 (4 equal wafffes), WSCI-2 (9 equal waffles), and WSCL3 (16 equal waffles) are modeled and analysed using finite element analysis (FEA). The nonlinear behaviour of the three prestressed waffle slabs are compared wtth the results of experiments conducted by Khairul Amali ( July 1991). Results are interpreted in term of load-deflection relationship, stress distribution and stress-strain behaviour. The behaviour of the waffle slab specimens were bounded by the influences of transducer locations and numbers of ribs involved in the quadrant. ïn this study, the finite element analysis considered similar points to which deflections and strains are measured. The overall strength of the three specimens relied totaily on the prestressed rib existence and locations and the FE models produced similar results as reported earlier (Khairul Amali, July 1991).
format Thesis
qualification_level Bachelor degree
author Allias, Ahmad Rashidi
spellingShingle Allias, Ahmad Rashidi
Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias
author_facet Allias, Ahmad Rashidi
author_sort Allias, Ahmad Rashidi
title Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias
title_short Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias
title_full Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias
title_fullStr Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias
title_full_unstemmed Nonlinear behaviour of waffle slab under concentrated load / Ahmad Rashidi Allias
title_sort nonlinear behaviour of waffle slab under concentrated load / ahmad rashidi allias
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1997
url https://ir.uitm.edu.my/id/eprint/100897/1/100897.pdf
_version_ 1811769106867683328