
A plate is subjected to a line load which is distributed uniformly through the thickness. The upper edge, along the x coordinate, excluding the line load, is free and unloaded. Derive Boussinesq expressions in the x-y coordinate system applying the stress transformation. Give formulas for σx, σy and τxy.
Solve Problem
Derive solution, and check results.SolveShow x-y stresses
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Steps
Step 1. Write Boussinesq solution in polar coordinate system. Give stresses, σφ, σr, τrφ. Only the radial stress is nonzero. Step 2. Write stress transformation from r-φ coordinate system to x-y coordinate system. (Rotate r axis into x axis.) Angle of rotation is β = π/2-φ. Transformation is given below: Step 3. Express r and the trigonometrical functions of the above transformation in the function of x and y coordinates. Step 4. Express stresses in x –y coordinate system.Step by stepCheck r-φ stresses
Check x-y stresses
Check expressions
Check expressions
Results
Boussinesq solution in polar coordinate system is Stress, σr is transformed from r-φ coordinate system to x-y coordinate system. Angle of rotation is β = π/2-φ. The transformation has the following form Now we write r and the trigonometrical functions of the above equation in the function of x and y coordinates. Substitution the above expressions into the stress transformation results in Worked out solution


