Analysis of thin plates under different loading conditions
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The problem of a simply-supported plate subject to different types of loads is
studied in this thesis. The solutions for the deflection and stress resultants are
obtained by Navier method, expressed in terms of load coefficients. A
MATLAB code is developed for the analysis of a plate under Uniformly
Distributed Load, Triangular Load, Sinusoidal Load, Patch Load and
Concentrated Load. The results generated are visualized in MATLAB and
studied for convergence. Navier method is compared with a Levy type
analytical method. The values of deflection and stress resultants obtained from
the two methods are found to be matching. A parametric study for Uniformly
Distributed Loading condition is carried out by using the code. Navier method is compared with a Levy type analytical method. A parametric study for Uniformly Distributed Loading condition is carried out by using the code.
studied in this thesis. The solutions for the deflection and stress resultants are
obtained by Navier method, expressed in terms of load coefficients. A
MATLAB code is developed for the analysis of a plate under Uniformly
Distributed Load, Triangular Load, Sinusoidal Load, Patch Load and
Concentrated Load. The results generated are visualized in MATLAB and
studied for convergence. Navier method is compared with a Levy type
analytical method. The values of deflection and stress resultants obtained from
the two methods are found to be matching. A parametric study for Uniformly
Distributed Loading condition is carried out by using the code. Navier method is compared with a Levy type analytical method. A parametric study for Uniformly Distributed Loading condition is carried out by using the code.
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