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A circular loading post (diameter = 25 mm) was used to apply equibiaxial tension.
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The nonuniform loading types include a conical and a parabolic circular load.
For the analytical deflection basin, a 304.8 mm by 304.8 mm (12 in by 12 in) square loading area, instead of 304.8 mm (12 in) diameter circular loading plate, was used to model the FWD load.
IThes shown that the maximum disploadingss and maximum dynamiconsidered decreare for a certain type of thickness variation.
These responses are derived for general patch load, and presented for horizontal and vertical circular loads, vertical ring load and vertical point load as well as special cases.
For the circular load path, Bousias et al. (1992) have found similar results, concluding that the phase lag is almost constant at each deflection level, but increases with the deflection amplitude and at the test end, when failure is appearing.
Our choice of circular external fixation is particular; there are several designs on the market but the characteristics of a circular fixator under load are important.
The forced vibration due to a circular traveling line load is then obtained in preparation for the employment of receptance.
A circular cylindrical shell loaded by one or two fluids and responding to an external shock wave is analyzed in the context of the possible inception of shock-induced cavitation.
To demonstrate the usefulness of this approach, a reliability assessment is performed for a circular excavation under hydrostatic loading conditions.
In this paper, a dual magnification digital image correlation method is applied to measure the strain fields in a CFRP laminates plate containing a circular hole under tensile loading.
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