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The overall average value of the tensile strength for all of the tested cylinders was 2.29 MPa.
Normal strength tested cylinders were used as source of the recycled aggregates for the normal strength concrete (NSC) mix and high strength tested cylinders were used for the high strength concrete (HSC) mix.
The compressive strain along the cylinders' longitudinal axis was measured using 203 mm extensometer installed at the middle of the tested cylinders according to ASTM-C469 (2002).
Furthermore, the stiffness of the potting of tested cylinders is estimated using Finite Element Analysis and the introduction of a pre-stress state through the potting process investigated.
The aerodynamic damping of the tested cylinders is evaluated by applying both 1- and 2-dof quasi-steady aerodynamic instability models.
The reliability based calibration method suggested here relies on extensive measurements regarding the statistical characteristics of thickness, fibre volume fraction, fibre orientation, material stiffness and geometric imperfections of 11 previously tested cylinders.
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Vogel and Svecova (2012) took the initial stiffness till stress equals to 40%% of the ultimate strength of the tested cylinder.
The aspect ratio (H/d, where H and d are the height and width of the cylinder, respectively) of the tested cylinder was 5.
A standard external fixation and a SIAF system were tested on pairs of Polyoxymethylene testing cylinders using a universal testing machine.
Metcalf said that some of the transfers were vital to the British economy – such as Japanese automotive engineers testing cylinder heads made in Japan and training British workers to do such testing.
This technique has been tested with cylinders made of different materials and with different sputter target materials.
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