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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.
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What are the no-arbitrage lower bound, and the no-arbitrage upper bound, of the vertical spread C(k1) - C(k2) ?
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