PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90

PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90

The article is devoted to practical calculation of strength of flexible members made on the basis of non-linear deformation model taking into account experimental diagrams of materials deformation. The relative deformations are determined in the proposed calculation depending on maximum flexion of a...

Full description

Bibliographic Details
Main Authors: Eres Opbul, Dmitrii Dmitriev, Phan Van Phuc
Format: Article
Language:English
Published: Saint Petersburg State University of Architecture and Civil Engineering 2018-10-01
Series:Architecture and Engineering
Subjects:
Deformation model
non-linear calculation
deformation diagram
iteration
stiffness matrix
stress diagram
neutral line
reinforcement
Online Access:http://aej.spbgasu.ru/index.php/AE/article/view/193/114
id doaj-40a5655f835c4182893e0124a9ab136f
record_format Article
spelling doaj-40a5655f835c4182893e0124a9ab136f2020-11-25T00:42:05ZengSaint Petersburg State University of Architecture and Civil EngineeringArchitecture and Engineering2500-00552018-10-0133294110.23968/2500-0055-2018-3-3-29-41PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90Eres Opbul0Dmitrii Dmitriev1Phan Van Phuc2Saint Petersburg State University of Architecture and Civil Engineering"TEKTON-SPB" LLCVinh UniversityThe article is devoted to practical calculation of strength of flexible members made on the basis of non-linear deformation model taking into account experimental diagrams of materials deformation. The relative deformations are determined in the proposed calculation depending on maximum flexion of a member. The calculation of maximum flexion of a member will be performed using two iteration methods. The basic calculation formula, original block diagrams of methods and comparison of calculation parameters proceeding from results of practical calculations made as exemplified by typical girder are provided.http://aej.spbgasu.ru/index.php/AE/article/view/193/114Deformation modelnon-linear calculationdeformation diagramiterationstiffness matrixstress diagramneutral linereinforcement
collection DOAJ
language English
format Article
sources DOAJ
author Eres Opbul
Dmitrii Dmitriev
Phan Van Phuc
spellingShingle Eres Opbul
Dmitrii Dmitriev
Phan Van Phuc
PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90
Architecture and Engineering
Deformation model
non-linear calculation
deformation diagram
iteration
stiffness matrix
stress diagram
neutral line
reinforcement
author_facet Eres Opbul
Dmitrii Dmitriev
Phan Van Phuc
author_sort Eres Opbul
title PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90
title_short PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90
title_full PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90
title_fullStr PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90
title_full_unstemmed PRACTICAL CALCULATION OF FLEXIBLE MEMBERS WITH THE USE OF NON-LINEAR DEFORMATION MODEL AS EXEMPLIFIED BY TYPICAL GIRDER RGD 4.56-90
title_sort practical calculation of flexible members with the use of non-linear deformation model as exemplified by typical girder rgd 4.56-90
publisher Saint Petersburg State University of Architecture and Civil Engineering
series Architecture and Engineering
issn 2500-0055
publishDate 2018-10-01
description The article is devoted to practical calculation of strength of flexible members made on the basis of non-linear deformation model taking into account experimental diagrams of materials deformation. The relative deformations are determined in the proposed calculation depending on maximum flexion of a member. The calculation of maximum flexion of a member will be performed using two iteration methods. The basic calculation formula, original block diagrams of methods and comparison of calculation parameters proceeding from results of practical calculations made as exemplified by typical girder are provided.
topic Deformation model
non-linear calculation
deformation diagram
iteration
stiffness matrix
stress diagram
neutral line
reinforcement
url http://aej.spbgasu.ru/index.php/AE/article/view/193/114
work_keys_str_mv AT eresopbul practicalcalculationofflexiblememberswiththeuseofnonlineardeformationmodelasexemplifiedbytypicalgirderrgd45690
AT dmitriidmitriev practicalcalculationofflexiblememberswiththeuseofnonlineardeformationmodelasexemplifiedbytypicalgirderrgd45690
AT phanvanphuc practicalcalculationofflexiblememberswiththeuseofnonlineardeformationmodelasexemplifiedbytypicalgirderrgd45690
_version_ 1725284016059318272

Similar Items