Listed below is a combination of stresses acting at a point and referred to axes x and y in an elastic material. Using Mohr’s circle of stress determine the principal stresses at the point and their directions for each combination.
i) sigma x=-60 N/mm^2, sigma y=-36N/mm^2, shear stress (xy) =5N/mm^2
ii) sigma x=30 N/mm^2, sigma y=-50N/mm^2, shear stress (xy) =30N/mm^2
Solution;
(i)
Firs draw the Mohr Circle;
With the following points;
(-60MPa,-5MPa)
And;
(-36Mpa,5MPa)
The centre of the Mohr Circle is;
"C=-48MPa"
The Radius is;
"R=\\sqrt{(60-48)^2+5^2}=-13MPa"
Hence the principal stresss;
"\\sigma_{1,2}=C_-^+R"
"\\sigma_1=-48+13=-35MPa"
"\\sigma_2=-48-13=-61MPa"
(ii)
Points;
(30MPa,-30MPa)
(-50MPa,30MPa)
Center of the Circle;
"C=-10MPa"
Radius of the circle;
"R=\\sqrt{30^2+40^2}=50MPa"
Therefore,the principal stressses are;
"\\sigma_{1,2}=C_-^+R"
"\\sigma_1=-10+50=40MPa"
"\\sigma_2=-10-50=-60MPa"
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