Figure 3.
Rib pry-out failure in 80 mm deep decking: (a) typical load–slip curve without transverse compression; (b) stud deformation; (c) failure surface of the concrete Refer to the image caption for details.

Rib pry-out failure in 80 mm deep decking: (a) typical load–slip curve without transverse compression; (b) stud deformation; (c) failure surface of the concrete

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