Sentence examples for behaviour of composite slabs from inspiring English sources

The longitudinal shear failure mode determines the post-slip strength and behaviour of composite slabs.

This paper provides an insight into the behaviour of composite slabs under different fire scenarios considering both the heating and cooling phase of the fire.

The steel-concrete interface was simulated with a non-linear shear behaviour law (τ-s) which properly defines the shear-bond behaviour of composite slabs.

The results show that the behaviour of composite slabs is dependent on the heating rate, the maximum temperature reached and the cooling rate.

Surprisingly, little appears in the published literature on rational modelling of the behaviour of composite slabs subjected to these types of straining, despite its practical importance and significance, and the proliferation of composite slabs in contemporary building structures.

Despite their common usage, relatively little research has been reported on the in-service behavior of composite slabs.

Material strain-rate properties and impact loads have been introduced to the numerical simulation in order to investigate impact behaviours of composite slabs subjected to derailment loading in explicit dynamic analysis.

At the range of 75%to80%0% of total loading capacity of composite slabs, the first crack appears.

Mohan et al. ([2005]) have presented a simplified approach for the design of composite slabs.

An analytical model for predicting strength of composite slabs with end anchorages is presented.

This concrete was used in the construction of composite slabs with profiled steel sheet.