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 …

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 by Kiss and Szeidl (2014) is devoted to the stability problem of pinned-pinned
shallow curved beams provided that the beam is made of a heterogeneous material and the …

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 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 …

Napjainkban igencsak elterjed a görbült középvonalú rudak használata mérnöki
alkalmazásokban. Gondoljunk például az ívelt kialakítású hídszerkezetekre, tet® …

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

This paper presents analytical analysis of static and dynamic symmetric snap-through of non-
uniform shallow circular shallow arch under a pair of end moments with the same …