Flexural-Torsional Buckling of Structures provides an up-to-date, comprehensive treatment
of flexural-torsional buckling and demonstrates how to design against this mode of failure …

Classical buckling theory is mostly used to investigate the in-plane stability of arches, which
assumes that the pre-buckling behaviour is linear and that the effects of pre-buckling …

This paper is concerned with the in-plane elastic stability of arches with a symmetric cross
section and subjected to a central concentrated load. The classical methods of predicting …

This paper investigates the non-linear in-plane buckling and postbuckling behaviour of
elastic arches using a curved finite element model for the non-linear analysis of elastic …

The present paper discusses simple compatibility, equilibrium, and constitutive equations for
a non-prismatic planar beam. Specifically, the proposed model is based on standard …

Geometric nonlinear analysis of structures is not a simple extension from its counterpart of
linear analysis. In this article, some research works conducted primarily in the past two …

Many design codes do not give methods for designing steel arches against in-plane failure.
The few that do provide methods that are essentially based on a linear interaction equation …

An extensive investigation on the buckling and large displacement behavior of thin-walled
circular beams has been conducted theoretically. Equilibrium equations governing the …

In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral
buckling of a circular arch, there has been a number of papers published with a certain …

This research paper investigates the in-plane static, stability and dynamic characteristics of
tapered Timoshenko bi-directional functionally graded (BDFG) sandwich curved elastic …