06 MatchProcessing

Concrete Maturity

Apply the Maturity Method to estimate the early-age compressive strength of concrete using the maturity curve. The required inputs are the average compressive strength obtained from tests at five distinct ages, the temperature and age in days of two control samples, the specified reference temperature, the activation energy of the mix, and the measured in-situ temperatures along with their corresponding elapsed days.

Deflections

Process LVDT signals to assess the deflection of structural elements. The inputs include the bridge span, load hypothesis, signals at the center and supports, predicted deflection, and the analyst responsible for the evaluation. The output consists of performance indicators used to assess the structural behavior.

Strains

Process strain gauge signals using the recorded voltage ratios and their corresponding timestamps, the quarter-bridge factor, the gauge factor, the predicted strain, and the analyst responsible for the evaluation. The results provide performance indicators to assess structural behavior.