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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.
Similar(49)
As a result, it was confirmed that not only the electromagnetic performance of the specimen but also the defects caused by the manufacturing process could be detected using the S-FSM.
Compared with the performance of the specimen strengthened with the high strength strands, the specimen reinforced with side plates showed slightly smaller strength but more stable behavior.
Both bending and point load tests are developed and the structural performances of the specimens are compared and discussed.
Corrosion performances of the specimens were evaluated by conducting salt fog tests in NaCl solution at different pH values, chloride ion concentrations and spraying time.
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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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com