Sentence examples for behaviour of concrete columns from inspiring English sources
A limited number of studies, however, have investigated the behaviour of concrete columns reinforced with FRP bars.
Recently, the behaviour of concrete columns reinforced with small diameter steel tubes was experimentally and analytically investigated.
The structural behaviour of concrete columns strengthened with a system made up of fibre nets embedded in an inorganic stabilized cementitious matrix under an uniaxial load was investigated.
The experimental results for the behaviour of concrete columns confined by both steel spirals and fibre-reinforced polymer (FRP) are presented.
In this paper, a three-dimensional finite element model is conducted to predict the punching behaviour of concrete column-slab connections which incorporate bonded non-prestressed and prestressed CFRP plates to the tension surface of the slab.
To evaluate the behaviour of the FS strengthening columns more objectively and thoroughly, a comparatively experimental study on uniaxial compression behaviours of concrete columns wrapt with three different confining systems, namely bar mat-mortar (BM), FS, and fibre reinforced polymer (FRP), was carried out.
Paper presents results of FE modelling of failure behaviour of reinforced concrete columns under eccentric compression.
The cyclic behaviour of reinforced concrete columns has been object of many experimental studies in the last years, mostly focused on the unidirectional loading of columns under constant axial load conditions.
The biaxial cyclic behaviour of reinforced concrete columns has been object of many experimental studies over the past years, and different modelling strategies have been proposed.
In the literature, various theoretical models have been proposed to describe the behaviour of confined concrete columns.
This paper experimentally investigates the effects of equal biaxial bending, restraint ratio, and concrete strength on the structural behaviour of reinforced concrete columns at elevated temperatures.
