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Archive of Applied Mechanics
Erschienen in: Archive of Applied Mechanics 8/2019

06.03.2019 | Original

The effect of longitudinal cracks and interface adhesion on buckling of columns: analytical solution

verfasst von: Bojan Čas, Sebastjan Bratina, Igor Planinc, Simon Schnabl

Erschienen in: Archive of Applied Mechanics | Ausgabe 8/2019

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Abstract

This paper focuses on development of a new mathematical model and its analytical solution for the buckling analysis of elastic columns with preexisted longitudinal cracks and finite adhesion between the cracked sections. Consequently, the analytical solution for the buckling loads is derived for the first time. The critical buckling loads are calculated for two different types of connections between the cracked sections, namely for slipping only and simultaneous slipping and uplifting between them. The parametric study is performed to analyze the effect of the crack length on the critical buckling loads. It is shown that the critical buckling load can be greatly affected by the crack length and type of the connection between the cracked sections. Finally, the presented results obtained can be used as a benchmark solution.
Vorheriger Artikel The effect of vertical ground movement on masonry walls simulated through an elastic–plastic interphase meso-model: a case study
Nächster Artikel On thin Timoshenko inclusions in elastic bodies with defects

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Metadaten
Titel
The effect of longitudinal cracks and interface adhesion on buckling of columns: analytical solution
verfasst von
Bojan Čas
Sebastjan Bratina
Igor Planinc
Simon Schnabl
Publikationsdatum
06.03.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Archive of Applied Mechanics / Ausgabe 8/2019
Print ISSN: 0939-1533
Elektronische ISSN: 1432-0681
DOI
https://doi.org/10.1007/s00419-019-01536-x

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