ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA

ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA

This thesis deals with theoretical elasto-plastic determination of ultimate loads, displacements, and distribution of plastic region in beam and framed structural systems, based on a finite element formulation. Pointwise determination of plastic conditions based on Tresca and von Mises, is modified...

Full description

Saved in:
Bibliographic Details
Main Author: Anita Sida Butar, Ros
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/2755
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:2755
spelling id-itb.:27552005-04-06T15:45:10ZANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA Anita Sida Butar, Ros Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/2755 This thesis deals with theoretical elasto-plastic determination of ultimate loads, displacements, and distribution of plastic region in beam and framed structural systems, based on a finite element formulation. Pointwise determination of plastic conditions based on Tresca and von Mises, is modified to an elementwise determination scheme to account for the propagation of plastic regions. Eight node isoparametric element type is used in the analysis. Computational scheme is cast in a computer program written in Fortran language and run on IBM Compatible personal computer. Results obtained from the application of the method are discussed and compared to available exact solutions in which propagation of plastic regions is not taken into account 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 This thesis deals with theoretical elasto-plastic determination of ultimate loads, displacements, and distribution of plastic region in beam and framed structural systems, based on a finite element formulation. Pointwise determination of plastic conditions based on Tresca and von Mises, is modified to an elementwise determination scheme to account for the propagation of plastic regions. Eight node isoparametric element type is used in the analysis. Computational scheme is cast in a computer program written in Fortran language and run on IBM Compatible personal computer. Results obtained from the application of the method are discussed and compared to available exact solutions in which propagation of plastic regions is not taken into account
format Theses
author Anita Sida Butar, Ros
spellingShingle Anita Sida Butar, Ros
ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA
author_facet Anita Sida Butar, Ros
author_sort Anita Sida Butar, Ros
title ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA
title_short ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA
title_full ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA
title_fullStr ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA
title_full_unstemmed ANALISIS ELASTO PLASTIK PADA STRUKTUR PORTAL DENGAN METODA ELEMEN HINGGA
title_sort analisis elasto plastik pada struktur portal dengan metoda elemen hingga
url https://digilib.itb.ac.id/gdl/view/2755
_version_ 1820663245662322688

Similar Items