TY - JOUR ID - TI - Shear Buckling Behavior of Rectangular Thin Plate with Variable Thickness تحليل الازاحة الكبير المرن - اللدن للصفائح غير متماثلة الخواص تحت حمل ضغط في المستوي AU - Haider K. Ammash AU - Husain M. Husain PY - 2009 VL - 2 IS - 3 SP - 542 EP - 552 JO - Al-Qadisiyah Journal for Engineering Sciences مجلة القادسية للعلوم الهندسية SN - 19984456 24117773 AB - A simplified computational procedure for shear buckling problems of rectangular thin plates with constant and variable thickness is presented. The discretization of the problem is carried out by means of finite differences. Geometric and material non-linearity are neglected. The effect of boundary conditions, aspect ratios, and tapering ratios on the shear buckling behavior are considered. The plate was analyzed with different tapering ratios (ta/to) (1.0, 1.25, 1.5, 1.75, and 2.0). It is concluded that the shear buckling behavior of thin plate is very sensitive to the magnitude of tapering ratio.

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