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The effect of the span to thickness ratio and in-plane modulus ratios on the natural frequency is also studied.
For each gust the response of the airfoil is derived, first ignoring the effect of the span end, assimilating the airfoil to a rigid flat plate, with or without sweep.
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Experimental tests show a reduction of the maximum interlaminar shear stress at failure as effect of the span-depth ratio increase for a given laminate thickness.
The reduction of the apparent interlaminar shear strength as effect of the span-to-depth ratio increase was successfully reproduced introducing a dependence of the delamination shear limit from the stress triaxiality gradient.
It was found that the ancillaries of bridge have little effect on the span-wise coherence of the buffeting force, but have a strong influence on the aerodynamic admittance.
CSG spans can be increased to increase the production area; however, although the effect of increasing the span on the inside climate has been investigated experimentally, there is still no good guidance on selecting a suitable span configuration for growers.
To better understand the influence of the brace on the flexural behavior, an experimental investigation was carried out with particular emphasis placed on the study of the effect of the mid-span brace connection when wallboard was attached to the tension flange.
A beneficial effect of the relative span and the relative thickness parameters on the natural frequency can be achieved by making the second span a stepped one.
Furthermore the effects of the span-to-thickness ratio on the temperature change, displacements, stresses, electric potential, and magnetic potential are investigated.
The effect of the shear span-to-depth ratio (a/D) on the strength and failure behaviour of the composite sandwich beams was examined.
The recommended equation for the ultimate shear strength of concrete in this study considers the effect of the shear-span to depth ratio to provide accurate forecasting results.
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