Sentence examples for behaviour of the mortar from inspiring English sources

The maximum value of the mortar slip is taken as criteria for the application behaviour of the mortar in-situ.

Furthermore, the flow behaviour of the mortar when applied to an inclined plane was evaluated with a so-called slip-test 10 and 40 min after water addition.

As stated before, it became evident during the construction works, that from a technical and economical point of view, the in-situ rheological behaviour of the mortar is the key factor to achieve the best possible tightness of water cisterns.

The results showed that the behaviour of the mortar that contains more than one type of PCM can be predicted through the superposition of effects of the independent PCMs and no interaction occurs between them.

During the construction works it became evident that from a technical and economical point of view, the controlling of the rheological behaviour of the mortar is the key factor to achieve the best possible imperviousness of water cisterns.

The continuum damaged plasticity model is used to simulate damage and fracture behaviour of the mortar, while debonding of fibre-mortar interfaces is modelled by nonlinear cohesive interfacial elements.

This paper reports on the investigation of the in-plane behaviour of the mortar-free structures under different loadings: push over, snap back, impact, harmonic and earthquake loadings.

Despite the similar commercial indications provided by the manufacturers, the results show remarkable differences for what concerning both the initial composition and the final behaviour of the mortars.

Rheological behaviour of the mortars varied depending on type and content of limestone fines, and whether the admixture was added.

The main purpose of this study was to show the conceptual feasibility of combining PCMs in mortars and to evaluate the behaviour of the resulting mortars with differential scanning calorimeter.

Within the framework of continuum damage mechanics, two different damage models have been used: the isotropic model to simulate the behaviour of mortar in the micro-modelling approach; the orthotropic model to reproduce the non-linear behaviour of masonry in the macro-modelling.