A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling analysis of non-prismatic columns: A rigid multibody approach
HighlightsA rigid multibody approach to the buckling analysis of non-prismatic columns is proposed.Different boundary conditions of the column are considered.The influence of the self-weight, springs at the column ends and axial compressive intermediate force is analysed.Numerical examples show the effectiveness of the proposed method.
AbstractA new approach to the buckling analysis of non-prismatic columns is proposed. The method of rigid elements is used for this purpose. The general form of the characteristic equation is given by which it is possible to perform buckling analysis of columns with continuously varying cross-section and multiple-stepped columns under different boundary conditions. It is assumed that the column cross-section is doubly symmetric. The proposed method is verified through numerical examples. The influence of different geometric parameters, self-weight of the column, and stiffness of the introduced springs on the critical buckling load is analysed.
Buckling analysis of non-prismatic columns: A rigid multibody approach
HighlightsA rigid multibody approach to the buckling analysis of non-prismatic columns is proposed.Different boundary conditions of the column are considered.The influence of the self-weight, springs at the column ends and axial compressive intermediate force is analysed.Numerical examples show the effectiveness of the proposed method.
AbstractA new approach to the buckling analysis of non-prismatic columns is proposed. The method of rigid elements is used for this purpose. The general form of the characteristic equation is given by which it is possible to perform buckling analysis of columns with continuously varying cross-section and multiple-stepped columns under different boundary conditions. It is assumed that the column cross-section is doubly symmetric. The proposed method is verified through numerical examples. The influence of different geometric parameters, self-weight of the column, and stiffness of the introduced springs on the critical buckling load is analysed.
Buckling analysis of non-prismatic columns: A rigid multibody approach
Nikolić, Aleksandar (author) / Šalinić, Slaviša (author)
Engineering Structures ; 143 ; 511-521
2017-04-18
11 pages
Article (Journal)
Electronic Resource
English
Buckling analysis of non-prismatic columns: A rigid multibody approach
| Online Contents | 2017
SHEAR EFFECT ON THE ELASTIC CRITICAL BUCKLING LOAD OF NON-PRISMATIC COLUMNS
| BASE | 2014
| British Library Online Contents | 2011