Dynamic relaxation method in analysis of reinforced concrete bent elements

The paper presents a method for the analysis of nonlinear behaviour of reinforced concrete bent elements subjected to short-term static load. The considerations in the range of modelling of deformation processes of reinforced concrete element were carried out. The method of structure effort analysis...

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Main Authors: Anna Szcześniak, Adam  Stolarski
Format: Article
Language:English
Published: Military University of Technology, Warsaw 2015-12-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
Online Access:http://biuletynwat.pl/icid/1186402
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author Anna Szcześniak
Adam  Stolarski
author_facet Anna Szcześniak
Adam  Stolarski
author_sort Anna Szcześniak
collection DOAJ
description The paper presents a method for the analysis of nonlinear behaviour of reinforced concrete bent elements subjected to short-term static load. The considerations in the range of modelling of deformation processes of reinforced concrete element were carried out. The method of structure effort analysis was developed using the finite difference method. The Dynamic Relaxation Method, which — after introduction of critical damping — allows for description of the static behaviour of a structural element, was used to solve the system of nonlinear equilibrium equations. In order to increase the method effectiveness in the range of the post-critical analysis, the Arc Length Parameter on the equilibrium path was introduced into the computational procedure.[b]Keywords[/b]: reinforced concrete elements, physical nonlinearity, geometrical nonlinearity, dynamic relaxation method, arc-length method
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spelling doaj.art-6343f24cd2774e1d803ad1188337ee922023-08-02T04:43:36ZengMilitary University of Technology, WarsawBiuletyn Wojskowej Akademii Technicznej1234-58652015-12-0164422323910.5604/12345865.11864021186402Dynamic relaxation method in analysis of reinforced concrete bent elementsAnna Szcześniak0Adam  Stolarski1Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2The paper presents a method for the analysis of nonlinear behaviour of reinforced concrete bent elements subjected to short-term static load. The considerations in the range of modelling of deformation processes of reinforced concrete element were carried out. The method of structure effort analysis was developed using the finite difference method. The Dynamic Relaxation Method, which — after introduction of critical damping — allows for description of the static behaviour of a structural element, was used to solve the system of nonlinear equilibrium equations. In order to increase the method effectiveness in the range of the post-critical analysis, the Arc Length Parameter on the equilibrium path was introduced into the computational procedure.[b]Keywords[/b]: reinforced concrete elements, physical nonlinearity, geometrical nonlinearity, dynamic relaxation method, arc-length methodhttp://biuletynwat.pl/icid/1186402 reinforced concrete elementsphysical nonlinearitygeometrical nonlinearitydynamic relaxation methodarc-length method
spellingShingle Anna Szcześniak
Adam  Stolarski
Dynamic relaxation method in analysis of reinforced concrete bent elements
Biuletyn Wojskowej Akademii Technicznej
reinforced concrete elements
physical nonlinearity
geometrical nonlinearity
dynamic relaxation method
arc-length method
title Dynamic relaxation method in analysis of reinforced concrete bent elements
title_full Dynamic relaxation method in analysis of reinforced concrete bent elements
title_fullStr Dynamic relaxation method in analysis of reinforced concrete bent elements
title_full_unstemmed Dynamic relaxation method in analysis of reinforced concrete bent elements
title_short Dynamic relaxation method in analysis of reinforced concrete bent elements
title_sort dynamic relaxation method in analysis of reinforced concrete bent elements
topic reinforced concrete elements
physical nonlinearity
geometrical nonlinearity
dynamic relaxation method
arc-length method
url http://biuletynwat.pl/icid/1186402
work_keys_str_mv AT annaszczesniak dynamicrelaxationmethodinanalysisofreinforcedconcretebentelements
AT adamstolarski dynamicrelaxationmethodinanalysisofreinforcedconcretebentelements