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Thin-skinned Structures
The SCB geometry can't be used because the skins are too flexible.
Instead, a centre-notch flexure (CNF) test can be used. A hole is drilled above the lower skin and a bar is inserted. A force is applied to ends of bar and the crack extends towards the supports.
The P- δ curve is similar to the SCB and P, δ and ‘a' are measured. The equations used for the thick skinned sandwich structures are used to determine Gc.
The resistance of the strain gauges is usually measured with a Wheatstone bridge. All bridges have balancing circuits which can be apex or parallel. Both methods are equivalent.
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