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The author wishes to thank Andreas Niesel for excellent technical patch clamp support and Dr. Samaneh Maysami, PhD for the fruitful discussion on the cell culture methods.
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The solution derived from the model takes the form of that for a clamp supported rectangular plate.
An important issue for cantilever beams is that the FRP plate must be adequately anchored to the clamped support.
Process setting such as clamps, support arrangements, shoulder gap and welding direction create compression, vibration and heat distribution hence influence the weld quality.
A parametric study is carried out varying the curvature ratios of composite cylindrical shell panels with simply supported and clamped support conditions.
In Fig. 10b where the crack is embedded at 3.5 m away from clamping support, such a problem is not observed.
In this figure the difference between displacement response of the damaged and undamaged frame structure where crack is located at 3.5 m away from clamping support with crack depth equal to 5%% is demonstrated.
At distance 4 m away from the place where the impulsive load is applied, there is clamping support in which all the responses indeed should be zero, as this figure also approves this.
Open image in new window Fig. 11 Differences between horizontal displacement of damaged and undamaged frame where crack is located at 0.5 m from end left of beam, and is also embedded at 3.8 m (a) and 3 m (b) away from clamping support of column.
The proposed methodology appears to be able to deal not only with uniform boundary conditions, such as fully clamped or completely simply-supported, but also with mixed external conditions, that can be clamped, supported or free.
The parametric resonance of a spinning Timoshenko beam is studied for pinned and clamped supports.
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