Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load

The paper presents results of calculation for modelling of the stressstrain relationship in the case of block loads with mean load value. A model, based on the stable hysteresis loops, was assumed and modified to use for block loading analysis. For stress history calculation, the proposed model and...

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Main Authors: R. Pawliczek, CT. Lachowicz
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2017-10-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_4.pdf
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spelling doaj-2162d6c3a2d1431dbecb6877cf499ea82020-11-24T21:24:00ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932017-10-011142303910.3221/IGF-ESIS.42.410.3221/IGF-ESIS.42.4Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean loadR. PawliczekCT. LachowiczThe paper presents results of calculation for modelling of the stressstrain relationship in the case of block loads with mean load value. A model, based on the stable hysteresis loops, was assumed and modified to use for block loading analysis. For stress history calculation, the proposed model and two other constitutive models were used. Results of fatigue test of specimens made of S355J0 steel subjected to bending block loading with mean load value are presented and used to verify the proposed model. In the tests, the mean load was increased and decreased in subsequent blocks. The changes of strain recorded during the tests shown in the paper indicate a different behavior of the material. Damage accumulation degree for block sequence was used to compare the results of calculations. It was shown, that stress history parameters (stress amplitude and mean stress value in this case) are similar for all investigated modelshttp://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_4.pdfStress-strain relationshipBlock loadingMean load
collection DOAJ
language English
format Article
sources DOAJ
author R. Pawliczek
CT. Lachowicz
spellingShingle R. Pawliczek
CT. Lachowicz
Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load
Frattura ed Integrità Strutturale
Stress-strain relationship
Block loading
Mean load
author_facet R. Pawliczek
CT. Lachowicz
author_sort R. Pawliczek
title Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load
title_short Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load
title_full Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load
title_fullStr Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load
title_full_unstemmed Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load
title_sort modeling of the stress-strain relationship for specimens made of s355j0 steel subjected to bending block loading with mean load
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2017-10-01
description The paper presents results of calculation for modelling of the stressstrain relationship in the case of block loads with mean load value. A model, based on the stable hysteresis loops, was assumed and modified to use for block loading analysis. For stress history calculation, the proposed model and two other constitutive models were used. Results of fatigue test of specimens made of S355J0 steel subjected to bending block loading with mean load value are presented and used to verify the proposed model. In the tests, the mean load was increased and decreased in subsequent blocks. The changes of strain recorded during the tests shown in the paper indicate a different behavior of the material. Damage accumulation degree for block sequence was used to compare the results of calculations. It was shown, that stress history parameters (stress amplitude and mean stress value in this case) are similar for all investigated models
topic Stress-strain relationship
Block loading
Mean load
url http://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_4.pdf
work_keys_str_mv AT rpawliczek modelingofthestressstrainrelationshipforspecimensmadeofs355j0steelsubjectedtobendingblockloadingwithmeanload
AT ctlachowicz modelingofthestressstrainrelationshipforspecimensmadeofs355j0steelsubjectedtobendingblockloadingwithmeanload
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