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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.
I need to get this case study done. Here is a link to the case: Disregard">http://ss-edu.info/df/cases/Case%2094.pdf Disregard question 10.
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