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An experimental programme was performed for this purpose.
An experimental programme was performed, to gain information on the flexural and axial behaviour of PAC-encased CFS elements and panels.
The experimental programme was performed at the Civil Engineering Department, University of Coimbra, Portugal, and consisted of eight push-out tests conducted in accordance with the Eurocode 4 (2005) [18].
Via the use of accelerated carbonation techniques with 100% CO2 concentration, an experimental programme was performed to investigate the carbonation and associated microstructural changes of three different self-compacting concrete (SCC) in which some of the cement had been replaced by limestone powder, fly ash and/or silica fume.
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A finite element (FE) modelling programme was performed in parallel with the experimental study.
In conjunction with the testing programme, a numerical modelling programme was performed to simulate the experiments.
The sampling programme was performed on a weekly basis from August to November 2014.
One of the programmes was performed on two successive evenings.
Many exercise programmes are performed in standing and unaided [ 3].
An experimental programme was therefore designed with a series of tests being performed with the objective of characterizing the behaviour of such renderings at several levels: mechanical strength, water-related behaviour, durability and other properties.
An experimental programme was conducted alongside the modelling, for validation purposes.
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