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![Comparison of the present DR, and Azizian and Dawe"s [3] large deflection results for moderately thick shear](profile/Osama-Khayal/publication/382236914/figure/tbl2/AS:11431281260244999@1720884268429/Comparison-of-the-present-DR-and-Azizian-and-Dawes-3-large-deflection-results-for.png)
Comparison of the present DR, and Azizian and Dawe"s [3] large deflection results for moderately thick shear
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![comparison of present DR, Aalami and Chapman"s [1] large deflection...](profile/Osama-Khayal/publication/382236914/figure/tbl1/AS:11431281260217014@1720884268022/comparison-of-present-DR-Aalami-and-Chapmans-1-large-deflection-results-for-simply_Q320.jpg)
![Comparison of the present DR, and Azizian and Dawe"s [3] large...](profile/Osama-Khayal/publication/382236914/figure/tbl2/AS:11431281260244999@1720884268429/Comparison-of-the-present-DR-and-Azizian-and-Dawes-3-large-deflection-results-for_Q320.jpg)
First order orthotropic shear deformation equations for the nonlinear elastic bending response of rectangular plates are introduced. Their solution using a computer program based on finite differences implementation of the Dynamic Relaxation (DR) method is outlined. The convergence and accuracy of the DR solutions for elastic large deflection respo...
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