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The test parameters for this study include longitudinal reinforcement ratio and concrete type.
This experimental program consisted of 12 beams (six for each concrete type).
The concrete type, concrete strength grade and reinforcement type were selected as parameters.
This experimental program consisted of eight beams (four for each concrete type).
Their history is short because the materials and techniques required to build the normal concrete type did not exist until the end of the 19th century.
Derived classes may override this function in order to check if the concrete type of transform object is one appropriate for them.
The test parameters included concrete type, concrete prism cross-section and steel bar diameter.
Moreover, a theoretical analysis aimed at evaluating and comparing the shear modulus of the analysed concrete type was carried out.
Subsequently, eight 1100 × 1100 × 90 mm reinforced concrete slabs (two per concrete type) were cast and subjected to punching tests.
The main parameters were steel ratio, concrete type and bond or unbonded between the steel tube and its core concrete.
With regard to UHPC, the sustainability potential of this concrete type is analyzed within a literature review.
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