This paper uses both a virtual work approach and a static equilibrium approach to study the elastic flexural-torsional buckling of circular arches under uniform bending, or under uniform compression. In most studies of the elastic flexural-torsional buc
Arches are often supported elastically by other structural members. This paper investigates the in-p...
The article of Raven, Blaauwendraad and Vambersky in HERON 53, No. 1 discusses stability checking of...
The article aims to find the buckling loads for pinned–rotationally restrained shallow circular arch...
A circular arch with in-plane radial loads uniformly distributed around the arch axis is primarily s...
This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterall...
An arch under an in-plane central concentrated radial load is subjected to combined axial compressiv...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
An arch with an open thin-walled section that is subjected to a radial load uniformly distributed ar...
Abstract. The behavior of arches are nonlinear and sensitive to the buck-ling conditions. The existe...
AbstractThis paper presents an analytical study of the non-linear elastic in-plane buckling and post...
A nonlinear theory is developed in this paper to investigate the elastic in-plane buckling of shallo...
Classical buckling theory is mostly used to investigate the in-plane stability of arches, which assu...
Flexural-torsional buckling is an important limit state that must be considered in structural steel ...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Arches are often supported elastically by other structural members. This paper investigates the in-p...
The article of Raven, Blaauwendraad and Vambersky in HERON 53, No. 1 discusses stability checking of...
The article aims to find the buckling loads for pinned–rotationally restrained shallow circular arch...
A circular arch with in-plane radial loads uniformly distributed around the arch axis is primarily s...
This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterall...
An arch under an in-plane central concentrated radial load is subjected to combined axial compressiv...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
An arch with an open thin-walled section that is subjected to a radial load uniformly distributed ar...
Abstract. The behavior of arches are nonlinear and sensitive to the buck-ling conditions. The existe...
AbstractThis paper presents an analytical study of the non-linear elastic in-plane buckling and post...
A nonlinear theory is developed in this paper to investigate the elastic in-plane buckling of shallo...
Classical buckling theory is mostly used to investigate the in-plane stability of arches, which assu...
Flexural-torsional buckling is an important limit state that must be considered in structural steel ...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Arches are often supported elastically by other structural members. This paper investigates the in-p...
The article of Raven, Blaauwendraad and Vambersky in HERON 53, No. 1 discusses stability checking of...
The article aims to find the buckling loads for pinned–rotationally restrained shallow circular arch...