Sentence examples for behaviour of these sections from inspiring English sources

To address this limitation, and to bring an improved understanding of the behaviour of these sections, an experimental study into the flexural response of stainless steel channels bent about their minor axis and angles bent about their stronger geometric axis is described herein.

The inelastic behaviour of these beam sections, i.e. the development of "plastic hinges", is described by piece-wise-linear constitutive models allowing for hardening and/or softening, in terms of generalized stresses and conjugate kinematic variables.

The experiment for determining the mechanical behaviour of the section is by using the compression strength of the column.

Furthermore, lipped angle sections with unequal flange widths form a non-symmetric section and the behaviour of the section is even more complicated than a singly-symmetric angle section with equal flange widths.

Using PBNs for the modelling and analysis of biological systems can lead to a deeper understanding of the dynamics and behaviour of these systems (see Section 'Dynamics of PBNs'), paving the way for different methods used for system structure inference and data measurement (see Section Constructionn and inference of PBNs as models of gene regulatory networks').

The effect of the size and position of intermediate stiffeners as well as the effect of the edge stiffener/intermediate stiffener interaction on the buckling behaviour and ultimate strength of these sections has been studied.

The paper also describes the simplified finite element (FE) modelling technique employed in this study, which incorporates all of the significant behavioural effects that influence the plastic bending behaviour and section moment capacity of these sections.

The compression-bending curves obtained for various ratios of tube cross-section and strength to that of plate show that a linear interaction formula is applicable to predicting the plastic interaction behaviour of sections with high ratios while sections with lower ratios are closely predicted by a bilinear interaction formula.

The present investigation on compressive deformation behaviour of aluminium sections filled with Pumice Stone (PS) has been studied.

So we can conclude that analysis done by MIF provides more realistic behaviour of beam sections of any depth.

Consequently, the structural behaviour of lapped sections between cold-formed steel Z sections in terms of strength and stiffness is quantified rationally for general design.