Sentence examples for behaviour of stiffened slender from inspiring English sources

A nonlinear finite element model has been developed to investigate the behaviour of stiffened slender square and rectangular hollow section columns.

The focus of the current paper is on the investigation of the patch loading resistance of longitudinally stiffened slender web girders and an enhanced design method development.

This paper investigates the nonlinear behavior of concrete-filled high strength stainless steel stiffened slender square and rectangular hollow section columns.

The characteristic buckling behaviour of stiffened composite plates is discussed for several representative plate-stiffener configurations.

Then, the cyclic behaviour of stiffened and unstiffened shear panels is studied.

The buckling and postbuckling behaviour of stiffened composite panels is investigated in this paper.

This paper attempts to cast light onto the behaviour of stiffened and unstiffened channel members in various conditions of use.

The present paper is thus dedicated to the study of the behaviour of stiffened curved panels under uniform longitudinal compression.

The effect of residual stress caused by the local dent on the collapse behaviour of stiffened panels is investigated.

A suitable technique to determine the strength behaviour of stiffened panels within the Smith method is therefore of critical importance.

The emphasis of the work presented in this paper was to find the parameters that uniquely describe the strength and behaviour of stiffened steel plates.