In this technical note, analytical solutions for the elastic buckling of heavy columns with various combinations of end conditions are derived, for the first time, in terms of generalized hypergeometric functions. The benchmark solutions may be used to assess the accuracy of approximate formulas and numerical solutions
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
An exact solution to the lateral buckling of an elastic column with self-contact is obtained. By as...
formula, bifurcation, limit load, finite disturbance buckling The classical problem of buckling of a...
10.1061/(ASCE)0733-9399(2008)134:1(116)Journal of Engineering Mechanics1341116-11
lastic pergeo ical m tee of Japan, one may find Kato’s approximate formulas for the buckling loads o...
This paper presented new analytical solutions for the elastic buckling of Eringen's nonlocal columns...
This paper deals with the linear buckling problem for inhomogeneous Euler-Bernoulli column having bo...
The determination of buckling loads for columns with varying cross sections is an important problem ...
Although there are many numerical methods which may be used to evaluate critical elastic design para...
AbstractA mathematical formulation of column optimization problems allowing for bimodal optimum buck...
Structural elements under compression can fail due to instability. Such type of failure may present ...
This paper uses a recently developed technique, known as the differential transformation, to determi...
The stability of heavy columns which are subjected to an axial load and may be restrained by several...
Approximative formula for post-buckling analysis of non-linearly elastic columns with superellipsoid...
This paper presents a comprehensive set of exact stability criteria for Euler columns with an interm...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
An exact solution to the lateral buckling of an elastic column with self-contact is obtained. By as...
formula, bifurcation, limit load, finite disturbance buckling The classical problem of buckling of a...
10.1061/(ASCE)0733-9399(2008)134:1(116)Journal of Engineering Mechanics1341116-11
lastic pergeo ical m tee of Japan, one may find Kato’s approximate formulas for the buckling loads o...
This paper presented new analytical solutions for the elastic buckling of Eringen's nonlocal columns...
This paper deals with the linear buckling problem for inhomogeneous Euler-Bernoulli column having bo...
The determination of buckling loads for columns with varying cross sections is an important problem ...
Although there are many numerical methods which may be used to evaluate critical elastic design para...
AbstractA mathematical formulation of column optimization problems allowing for bimodal optimum buck...
Structural elements under compression can fail due to instability. Such type of failure may present ...
This paper uses a recently developed technique, known as the differential transformation, to determi...
The stability of heavy columns which are subjected to an axial load and may be restrained by several...
Approximative formula for post-buckling analysis of non-linearly elastic columns with superellipsoid...
This paper presents a comprehensive set of exact stability criteria for Euler columns with an interm...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
An exact solution to the lateral buckling of an elastic column with self-contact is obtained. By as...
formula, bifurcation, limit load, finite disturbance buckling The classical problem of buckling of a...
DOI
Add to ORKG