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Exact buckling load of a restrained RC column
Krauberger, Nana (Author), Saje, Miran (Author), Planinc, Igor (Author), Bratina, Sebastjan (Author)

URLURL - Presentation file, Visit http://drugg.fgg.uni-lj.si/3547/ This link opens in a new window

Abstract
Theoretical foundation for the buckling load determination in reinforced concrete columns is described and analytical solutions for buckling loads of the Euler-type straight reinforced concrete columns given. The buckling analysis of the limited set of restrained reinforced concrete columns is also included, and some conclusions regarding effects of material non-linearity and restrain stiffhesses on the buckling loads and the buckling lengths are presented. It is shown that the material non-linearity has a substantial effect on the buckling load of the restrained reinforced concrete columns. By contrast, the steel/concrete area ratio and the layout of reinforcing bars are less important. The influence on the effective buckling length is small.

Language:English
Keywords:reinforced concrete, restrained column, stability, buckling load
Tipology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2007
Publisher:Techno Press
Number of pages:Str. 293-310
Numbering:Letn. 27, Št. 3
UDC:624.07
ISSN on article:1225-4568
COBISS.SI-ID:3770465 Link is opened in a new window
Views:1114
Downloads:200
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Record is a part of a journal

Title:Structural engineering and mechanics
Shortened title:Struct. eng. mech.
Publisher:Techno-press
ISSN:1225-4568
COBISS.SI-ID:15455749 This link opens in a new window

Secondary language

Language:English
Keywords:armirani beton, oviran steber, stabilnost, uklonska sila

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