Sentence examples for theoretical deflection from inspiring English sources

The experimental deflection values were compared with the theoretical deflection values and the heat transfer coefficient h of the system was calculated.

The optimum mathematical regression model for the theoretical deflection basin without interference was analysed using the probabilistic density method, which was then applied to remove the noise information of the in situ measured deflection basin.

The noise in in situ measured asphalt pavement deflection basin is the primary cause for the difference between the theoretical deflection basin in back-calculating software and measured basin, which affects the accuracy of the modulus back-calculation.

The mean value of the ratios of experimental to theoretical central deflection is (1.02) and the standard deviation is (0.08), as given in Table 3.

This approach enables the design of free-standing two-way actuators covering a range of bending actuation from 27 to 98% of the theoretical maximum deflection.

The paper presents experimental and theoretical large deflection analysis of non-uniformly curved beam with moving boundaries under static loading within elastic domain.

The theoretical maximum deflection angle for a frictionless, untapered beam was found using a shooting method algorithm [46] to solve the equations of an elastic beam under large deflections [31], [47], [48].

In order to determine the effectiveness of the stand-off screws for providing composite action, theoretical load-deflection curves were derived from moment-curvature relationships of the respective sections.

The theoretical predictions of transverse deflection and longitudinal radius of curvature were in good agreement with measurements taken on a 1/10th scale-model of the diaphragm structure.

In order to overcome this problem, previous research at the University of Plymouth resulted in the development of a numerical model updating process in which 'corrector factors' are derived by minimising the error between the theoretical and analytical load deflection relationships over the entire surface of the panel.

Figure 8 shows theoretical and measured load-deflection relationships for the beam specimens in Groups 1 and 2. Also shown are some code-prescribed deflection limits (International Code Council (ICC) 2012) in terms of the span length, L. The results indicate that when the stand-off screw density was 1 screw at 6 in.