Sentence examples for behaviour and failure of from inspiring English sources

Using the Hashin criterion associated with a material damage model, progressive failure analyses were performed to simulate the nonlinear behaviour and failure of the hybrid columns.

The behaviour and failure of stiffened panels made of the aluminium alloy AA6082-T6 investigatedted under quasi-static and low-velocity impact loading conditions.

We present an analytical micromechanical model designed to simulate the tensile stress strain behaviour and failure of damaging composites containing a high volume fraction of reinforcing particles.

The numerical application of the approach in the industrial product realization process of an industrial casting is demonstrated, and the applicability of the approach to understand the behaviour and failure of natural as well as synthetic structures is discussed.

In the FE models developed, the non-linear behaviour and failure of the timber is captured by a stress-based failure criterion formulated in the framework of continuum-damage mechanics.

This study investigates fatigue behaviour and failure of transversely restrained precast reinforced concrete (RC) deck slabs with and without steel fibres (SF) in a novel deconstructable steel-concrete composite deck that takes advantage of bolted shear connectors.

The paper reports experimental and numerical results concerning the post-buckling behaviour, strength and failure of fixed-ended cold-formed steel web-stiffened lipped channel columns that buckle in distortional modes.

The objectives of this study are two-fold: to gain an insight into the physical behaviour and failure modes of this type of structure and to provide some experimental results for detailed numerical studies.

To better understand the deformation of edifice-forming rock, we conducted a systematic experimental study on the mechanical behaviour and failure mode of a suite of edifice-forming andesites containing different porosities (7 to 25%%), deformed under volcanogically relevant pressures (corresponding to depths from a couple of hundred metres to about 3 km).

In this study a numerical simulation of the behaviour and failure modes of axially compressed steel column subjected to transverse impact by a rigid mass at different impact speeds and locations is presented.

The capability of the model in terms of capturing non-linear behaviour and failure modes of masonry under vertical and horizontal loads is demonstrated via comparison with a number of published experimental studies.