Sentence examples for displacement behaviour of from inspiring English sources

Besides investigating the macroscopic load displacement behaviour of the reinforced soil structure a detailed mesoscopic analysis using the Particle Image Velocimetry (PIV) method has been performed.

Over 60 path-controlled static load displacement tests have been performed to investigate the load displacement behaviour of 10 different reinforced soil structures.

The overall results show a considerable improvement of the macroscopic load displacement behaviour of the soil structure by utilizing the concept of prestressed reinforced soil.

It is found that gross simplifications can be made about the large displacement behaviour of such shells without a loss of accuracy.

As a quantified interconnecting pore model, the network analysis has potential for investigating oil retention mechanisms in a reservoir, and the probable micro-scale water displacement behaviour of the pore network deduced to rep the core sample is described.

This method is expected to improve the understanding of the CO2 displacement behaviour on the nano-scale.

The full load-displacement behaviour of modified cable bolts with a smooth transition from initial elastic behaviour to progressive failure is simulated using continuous yielding method.

For each modelled root distribution, the force-displacement behaviour of the root bundle was calculated under tension, and the maximum value of force was used to characterise the lateral root reinforcement.

The model uses a strain-step loading approach to calculate the force-displacement behaviour of each single root of a bundle while considering the progressive failure of the roots as a function of displacement.

The combinations of shell structures give discontinuity to their load path and hence play major role in force-displacement behaviour of shell structures subjected to different types of loadings.

This paper is concerned with the development of an advanced analysis numerical tool capable of estimating the inelastic large-displacement behaviour of plane steel-framed structures under fire conditions.