The nonlinear in-plane buckling behaviour of pinned-pinned shallow circular arches made
of functionally graded material (FGM) is investigated using a one-dimensional Euler …

An attempt is made in this research to analyse the nonlinear response of functionally graded
material shallow arches with both edges clamped. The arch is resting on a three parameter …

The non-linear in-plane stability of pin-ended circular shallow arches is analytically
investigated. The arches are made of functionally graded material with the material …

The paper continues and discusses the next case of the simplified method of the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

The paper continues and discusses the next case of the simplified method of the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

In the present paper the planar stability of fixed-fixed shallow circular arches is investigated.
The arches are made of linearly elastic, functionally graded material and are subject to a …

The instability of imperfect non-uniform circular shallow arch under radial pressure for both
pinned-pinned and fixed-fixed boundary conditions is discussed in the article. The …

This paper deals with analytical investigation of non-uniform circular shallow arch under a
concentrated load considering imperfection effect under pinned-pinned boundary …

The collapse behavior of a non-uniform circular shallow arch is analytically studied for both
fixed-fixed and pinned-pinned boundary conditions. The non-uniformity is characterized by …

The paper presents the simplifications and hypotheses of loss of stability by lateral buckling
in elastic-plastic states of semi-slender columns axially compressed by force. The Tetmajer …