METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN

<b>Abstract: <p align=\"justify\"> <br /> The determination of structure plate deflection using Kirchhoff and Mindlin theory is elaborated in this thesis. Kirchhoff theory uses three strain equations, while Mindlin theory applies five strain equations, where transversal...

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Main Author: Aji, Pujo
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/5315
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:5315
spelling id-itb.:53152006-03-24T09:12:59ZMETODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN Aji, Pujo Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/5315 <b>Abstract: <p align=\"justify\"> <br /> The determination of structure plate deflection using Kirchhoff and Mindlin theory is elaborated in this thesis. Kirchhoff theory uses three strain equations, while Mindlin theory applies five strain equations, where transversal shear strain is included. The solution for both theories is processed by finite element method, of which to build stiffness matrix, the minimum potensial energy is used. It is in the domain of the theory of conservative energy system, the analysis is undertaken under perfectly elastic condition where heat influx is excluded. C++ computer program is used to get the result of the analysis. Verification using SAP 2000 indicates that better result is obtained by the use of Mindlin\'s theory for the same mesh element.<p align=\"justify\"> text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description <b>Abstract: <p align=\"justify\"> <br /> The determination of structure plate deflection using Kirchhoff and Mindlin theory is elaborated in this thesis. Kirchhoff theory uses three strain equations, while Mindlin theory applies five strain equations, where transversal shear strain is included. The solution for both theories is processed by finite element method, of which to build stiffness matrix, the minimum potensial energy is used. It is in the domain of the theory of conservative energy system, the analysis is undertaken under perfectly elastic condition where heat influx is excluded. C++ computer program is used to get the result of the analysis. Verification using SAP 2000 indicates that better result is obtained by the use of Mindlin\'s theory for the same mesh element.<p align=\"justify\">
format Theses
author Aji, Pujo
spellingShingle Aji, Pujo
METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN
author_facet Aji, Pujo
author_sort Aji, Pujo
title METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN
title_short METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN
title_full METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN
title_fullStr METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN
title_full_unstemmed METODA ELEMEN HINGGA ANALISIS PELAT TEORI KIRCHHOFF DAN MINDLIN
title_sort metoda elemen hingga analisis pelat teori kirchhoff dan mindlin
url https://digilib.itb.ac.id/gdl/view/5315
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