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Glass fibre reinforced polymer (GFRP) bars were used for comparison.
Steel plates and bars were used for strengthening.
Low-strength concrete and smooth bars were used for the RC circular bridge piers of the tested prototype.
The pre- and postexposure tensile strengths of the bars were used for long-term property predictions based on the Arrhenius theory.
In the wall, 3 mm diameter bars were used for the vertical bars, and 2 mm diameter bars were used for the horizontal bars.
Deformed steel bars were used for the longitudinal and transverse reinforcements.
Similar(47)
Split Hopkinson pressure bar (SHPB) with steel bars is typically utilized for characterizing metallic foams at high strain rates, however modified SHPB with polycarbonate or soft martial bars are used for characterizing polymeric and biomaterial foams at high strain rates on the order of 103 s−1 for impedance match between the foam specimens and bars.
For main reinforcement and bracings, tor steel bars and steel square bars are used for frames.
For main reinforcement and bracings, high-grade steel bars and mild steel square bars are used for frames.
Such bilinear models of steel and reinforcing bars are used for the strain-compatible section analysis of composite sections in conjunction with the linear strain distribution.
In the second test, in addition to being retrofitted with PP-band mesh, tie-bars were used for horizontal support at roof level.
More suggestions(15)
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