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Table 2 shows selected measured results for the tested specimens.
Table 1 summarize the details of the tested specimens.
The tested specimens comprise 4 or 9 studs per slab.
The tested specimens provided permanent hysteretic diagrams without any pinching.
Next, computer models were developed for the tested specimens.
The tested specimens are subjected to an axial compressive load.
Additionally, numerical investigations were performed for the tested specimens.
Seven of the tested specimens also contained steel reinforcement.
The average concrete compressive strengths of the tested specimens were relatively close to each other for the tested specimens and were equal to 31 MPa.
The finite element models of the tested specimens were built and analyzed with software ABAQUS.
Table 3 shows the ultimate load and type of failure of the tested specimens.
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CEO of Professional Science Editing for Scientists @ prosciediting.com