Exact(4)
Excellent agreements are found between the predicted deflection and the experimental measurements.
As shown in Fig. 11, a good agreement between measured and predicted deflection basin was indicated within the difference of 5%.
A simplified mechanical model was also proposed according to the superposition principle, and the predicted deflection and load capacity matched well with the experimental results.
It may not be possible to take full advantage in the design of this extra resistance, because the predicted deflection in service may then become excessive.
Similar(56)
The predicted deflections agree well with the test results, and the developed procedure can thus be used in design practice.
The predicted deflections using the analytical method and FEA method both agree well with the test results.
The well agreement between the predicted deflections and the calculated deflections indicates that the proposed methods can be utilized to obtain structural deflections.
The predicted deflections by these analysis methods are compared with the experimental results from beams, and show that RCM gives the worse performance of the three methods.
A summary of the measured and calculated mid-span deflections is presented in Table 4, where comparisons between the measured and predicted deflections are made at 42 days after the commencement of drying and at the end of the test.
In a study by Fathifazl et al. (2009), it was found that, under a load of 40%% of failure load, midspan deflection was greater for RCA beams than for NA beams, but that predicted deflections from the ACI 318-11 (2011), Eurocode 2 (2004), and the moment curvature method are still greater than the observed deflections.
The techniques used to predict deflection and the on-set of cracking in conventionally reinforced concrete slabs (Gilbert 1999; Gilbert and Ranzi 2011) are often applied inappropriately.
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