FUNDAMENTAL MODELS OF STRUCTURAL STABILITY

In this paper, basic structural stability phenomena are described. After some general comments about stability in the field of civil engineering, four elementary sources of nonlinearity are mentioned: of equilibrium equations, strain (geometry) relations, material (stress-strain) law, force and disp...

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Main Authors: Antonia Jaguljnjak Lazarević, Mario Uroš, Ana Čengija
Format: Article
Language:English
Published: Faculty of Mining, Geology and Petroleum Engineering 2017-03-01
Series:Rudarsko-geološko-naftni Zbornik
Subjects:
Online Access:http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=259846&lang=en
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author Antonia Jaguljnjak Lazarević
Mario Uroš
Ana Čengija
author_facet Antonia Jaguljnjak Lazarević
Mario Uroš
Ana Čengija
author_sort Antonia Jaguljnjak Lazarević
collection DOAJ
description In this paper, basic structural stability phenomena are described. After some general comments about stability in the field of civil engineering, four elementary sources of nonlinearity are mentioned: of equilibrium equations, strain (geometry) relations, material (stress-strain) law, force and displacement boundary conditions. Four fundamental stability models are analysed, both ideal (perfect) and with geometric imperfection. Besides geometrically exact theory, initial post-buckling behavior and linearization are briefly sketched. This paper is concluded with comments about the influence of plasticity.
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spelling doaj.art-850692794a484957b955059d151634142023-09-02T22:28:35ZengFaculty of Mining, Geology and Petroleum EngineeringRudarsko-geološko-naftni Zbornik0353-45291849-04092017-03-01322374610.17794/rgn.2017.2.5FUNDAMENTAL MODELS OF STRUCTURAL STABILITYAntonia Jaguljnjak Lazarević0Mario Uroš1Ana Čengija2 Faculty of Mining, Geology and Petroleum Engineering, University of Zagreb, Pierottijeva 6, HR-10000 Zagreb, CroatiaFaculty of Civil Engineering, University of Zagreb, Fra Andrije Kačića-Miošića 26, HR-10000 Zagreb, Croatia 2 Struge 22, HR-10000 Zagreb, Croatia In this paper, basic structural stability phenomena are described. After some general comments about stability in the field of civil engineering, four elementary sources of nonlinearity are mentioned: of equilibrium equations, strain (geometry) relations, material (stress-strain) law, force and displacement boundary conditions. Four fundamental stability models are analysed, both ideal (perfect) and with geometric imperfection. Besides geometrically exact theory, initial post-buckling behavior and linearization are briefly sketched. This paper is concluded with comments about the influence of plasticity.http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=259846&lang=enstructural stabilitybucklingbifurcation pointlimit pointimperfection
spellingShingle Antonia Jaguljnjak Lazarević
Mario Uroš
Ana Čengija
FUNDAMENTAL MODELS OF STRUCTURAL STABILITY
Rudarsko-geološko-naftni Zbornik
structural stability
buckling
bifurcation point
limit point
imperfection
title FUNDAMENTAL MODELS OF STRUCTURAL STABILITY
title_full FUNDAMENTAL MODELS OF STRUCTURAL STABILITY
title_fullStr FUNDAMENTAL MODELS OF STRUCTURAL STABILITY
title_full_unstemmed FUNDAMENTAL MODELS OF STRUCTURAL STABILITY
title_short FUNDAMENTAL MODELS OF STRUCTURAL STABILITY
title_sort fundamental models of structural stability
topic structural stability
buckling
bifurcation point
limit point
imperfection
url http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=259846&lang=en
work_keys_str_mv AT antoniajaguljnjaklazarevic fundamentalmodelsofstructuralstability
AT mariouros fundamentalmodelsofstructuralstability
AT anacengija fundamentalmodelsofstructuralstability