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Therefore, the amount of moisture of the preheated specimens is calculated considering the water content of the concrete mixture and weight loss due to preheating.
Percentage of retention in properties of the specimens is calculated as follows: % Retention = Value after aging Value before aging × 100 Open image in new window (1).
Furthermore, with respect to ACI 318 (Eq. (5)), when the maximum flexural crack spacing in all specimens is calculated using the larger value of ( d_{1}^ ) and ( d_{2}^ ), those calculated values are more conservative than those calculated using only ( d_{2}^ ), as shown in Fig. 17e.
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Structural performance indicators of concrete specimens were calculated.
The bending lengths of the specimens were calculated based on ASTM D 1388-96 (2002).
Damage indices of test specimens were calculated based on strength, ductility and energy dissipation characteristics.
Inter-story drift of the specimens was calculated with data from laboratory apparatus and verified with test results.
The spring-back of the specimens was calculated using a numerical procedure based on the pure bending theory.
The residual stresses in pristine DLC specimens were calculated with Stoney equation.
Strength, stiffness, ductility and energy dissipation capacities of specimens are calculated and compared.
Hence, the flexural strengths of the specimens were calculated using linear elastic approach.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com