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Then, a numerical method is proposed to analyze the performance of these specimens.
It is found, however, that the performance of these specimens improves dramatically when the square inner steel tube is filled with concrete.
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We tested the mechanical performance of these test specimens and found that the mechanical performance of both pCBT cast and GF/pCBT composites reduces obviously after water absorption and hydrothermal aging.
Moreover, damage indices were also obtained to compare the seismic performance of these test specimens.
Equations are derived to evaluate the structural performance of the specimens.
The performance of the specimens was evaluated by compressive strength tests.
As compared with uncoated diamonds, the wear performance of the specimens with coated diamonds was improved.
The sawing performance of the specimens was evaluated in terms of their wear performance during sawing of granite.
Moreover, the unconfined compressive strength (UCS), resilience modulus, splitting strength, and frost resistance performance of the specimens decreased with increase of the amount of crushed clay brick aggregate.
Performance of the specimens under cyclic loading is evaluated in terms of failure mode, energy dissipation, strength degradation, shear deformation, strain development in reinforcement, etc.
The tensile strength and interlaminar shear strength of FRP bars were determined before and after exposure, and were considered to be measures of durability performance of the specimens.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com