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Buckling of slender string in cylindrical tube under axial load: experiments and theoretical analysis
Luleå tekniska universitet.
Luleå tekniska universitet.
1995 (English)In: Experimental mechanics, ISSN 0014-4851, E-ISSN 1741-2765, Vol. 35, no 1, p. 55-60Article in journal (Refereed) Published
Abstract [en]

Laboratory buckling tests of strings was reported and the results were compared with theoretical formulas. The findings implied that the process of string buckling can be divided into two stages, specifically plane buckling and spatial buckling. In the spatial buckling, the string-buckling configuration can be illustrated by helical buckling theories. The friction between the string and the wall of the confining tube rendered an irregular buckling shape and prohibited further buckling at some critical loads. The buckling theories do not account for this effects. Thus, an approximate formula for estimating the friction force was proposed, which provided more exact results.

Place, publisher, year, edition, pages
1995. Vol. 35, no 1, p. 55-60
National Category
Other Civil Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-9982DOI: 10.1007/BF02325835ISI: A1995QR05300009Scopus ID: 2-s2.0-0029275152Local ID: 8b908cb0-ffd7-11dc-8441-000ea68e967bOAI: oai:DiVA.org:ltu-9982DiVA, id: diva2:982921
Note
Godkänd; 1995; 20080401 (cira)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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