The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction

The paper presents a general procedure of numerical analysis of the steel structure in case of cyclic loading. The basic recommendations that can be applied to different details, are discussed. The article shows examples of the truss structure loaded with a crane track, but also applicable to other...

Full description

Bibliographic Details
Main Authors:	Lehner Petr, Pařenica Přemysl, Krejsa Martin, Křivý Vít, Brožovský Jiří, Seitl Stanislav, Kala Zdeněk
Format:	Article
Language:	English
Published:	EDP Sciences 2020-01-01
Series:	MATEC Web of Conferences
Online Access:	https://www.matec-conferences.org/articles/matecconf/pdf/2020/06/matecconf_space20_00016.pdf

id	doaj-93a389d71a8e46f8aebd9e54d15fc272
record_format	Article
spelling	doaj-93a389d71a8e46f8aebd9e54d15fc2722021-08-05T13:49:49ZengEDP SciencesMATEC Web of Conferences2261-236X2020-01-013100001610.1051/matecconf/202031000016matecconf_space20_00016The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded constructionLehner Petr0Pařenica Přemysl1Krejsa Martin2Křivý Vít3Brožovský Jiří4Seitl Stanislav5Kala Zdeněk6VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural MechanicsVSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural MechanicsVSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural MechanicsVSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural MechanicsVSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural MechanicsInstitute of Physics of Materials, ASCRFaculty of Civil Engineering, Brno University of TechnologyThe paper presents a general procedure of numerical analysis of the steel structure in case of cyclic loading. The basic recommendations that can be applied to different details, are discussed. The article shows examples of the truss structure loaded with a crane track, but also applicable to other types of constructions. There are basic ideas of the whole process, which is divided into several parts. The beginning of the process is to determine the influence line from the simplified model of the whole structure. A stochastic estimation of the load effect associated with the load history in combination with the influence line is utilized. The complex 3D FEM model for estimation of residual life of the chosen detail is the main result of the analysis.https://www.matec-conferences.org/articles/matecconf/pdf/2020/06/matecconf_space20_00016.pdf
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Lehner Petr Pařenica Přemysl Krejsa Martin Křivý Vít Brožovský Jiří Seitl Stanislav Kala Zdeněk
spellingShingle	Lehner Petr Pařenica Přemysl Krejsa Martin Křivý Vít Brožovský Jiří Seitl Stanislav Kala Zdeněk The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction MATEC Web of Conferences
author_facet	Lehner Petr Pařenica Přemysl Krejsa Martin Křivý Vít Brožovský Jiří Seitl Stanislav Kala Zdeněk
author_sort	Lehner Petr
title	The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction
title_short	The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction
title_full	The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction
title_fullStr	The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction
title_full_unstemmed	The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction
title_sort	general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction
publisher	EDP Sciences
series	MATEC Web of Conferences
issn	2261-236X
publishDate	2020-01-01
description	The paper presents a general procedure of numerical analysis of the steel structure in case of cyclic loading. The basic recommendations that can be applied to different details, are discussed. The article shows examples of the truss structure loaded with a crane track, but also applicable to other types of constructions. There are basic ideas of the whole process, which is divided into several parts. The beginning of the process is to determine the influence line from the simplified model of the whole structure. A stochastic estimation of the load effect associated with the load history in combination with the influence line is utilized. The complex 3D FEM model for estimation of residual life of the chosen detail is the main result of the analysis.
url	https://www.matec-conferences.org/articles/matecconf/pdf/2020/06/matecconf_space20_00016.pdf
work_keys_str_mv	AT lehnerpetr thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT parenicapremysl thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT krejsamartin thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT krivyvit thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT brozovskyjiri thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT seitlstanislav thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT kalazdenek thegeneralprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT lehnerpetr generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT parenicapremysl generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT krejsamartin generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT krivyvit generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT brozovskyjiri generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT seitlstanislav generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction AT kalazdenek generalprocedureofnumericalanalysisrelatedtoafatiguedamageonthecyclicallyloadedconstruction
_version_	1721220733586112512

The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction

Similar Items