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Compared to the previous model (Luo and Cheng 2009), the discontinuity problems at some prediction points are totally avoided in the predicted strain profile (similarly in slope, horizontal displacement and curvature profiles) using the new prediction method.
The experimental values were compared with predicted strain values for plane concrete beam using prediction model code for same size of beam.
The theoretical predicted strain agrees well with the measurements.
The distribution of microhardness across the cross-section confirmed the predicted strain distribution.
The predicted strain rate sensitivity from the experimental measurements of the CRSS is in reasonable agreement with separate mechanical tests.
A lack of autonomy and control and dissatisfaction with living conditions predicted strain twelve months later in those serving on ships.
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The finite-element model predicted strains that were within one standard deviation of the experimentally measured strains.
The numerically predicted strains are compared with experimental strain data collected in operando using X-ray diffraction.
During cyclic plastic loading these deviations will accumulate and may result in large errors to predicted strains.
However a discrepancy is shown between the measured and predicted strains on the stiffener because of the adhesive layer between the plate and stiffener.
The predicted strains increase with increasing temperature.
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