Consider the following strain state: [0.0016 [o] = 0.0003 0 0.0003 0.0008 0 0 0 0.0004] a. Determine the strain matrix for this strain state if the axes are rotated 30° counterclockwise around z-axis. b. Plot Mohr's circle for this strain state.
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- A solid spherical ball of magnesium alloy (E = 6.5 × l0-6 psi, v = 0.35) is lowered into the ocean to a depth of 8000 ft. The diameter of the ball is 9.0 in. (a) Determine the decrease ?d in diameter, the decrease, ?V in volume, and the strain energy U of the ball. (b) At what depth will the volume change be equal to 0.0324% of the original volume?Using the equations of strain in isotropic elasticity, find the stress tensor that cause the following strain state determined from an experiment (material has Young’s modulus of 190 GPa): ?? = 0.001 0.001 0 0.001 −0.002 0.0005 0 0.0005 0shear moduli is 70GPa.For the given plane strain state, use Mohr's circle to determine the strain state associated with the x' and y' axes rotated to θ indicated in the table: \epsilon_x \epsilon_y \gamma_{xy} θ -500\mu 250\mu 120\mu -15°
- A 60º strain rosette, or delta rosette, is composed of three electrical resistance strain gauges arranged as shown in figure 5. Strain gauge A measures the normal strain εa in the x-axis direction. Strain gauges B and C measure the strains εb and εc in the indicated inclined directions. Using Mohr's Circle, obtain the equations for the strains εxx, εyy and γxy associated with the x and y axes.PROPAGATION OF ERRORS Determine the range of values to which the strain will be calculated.F = 150000 +/- 150 lbfSide length = 1.2 +/- 0.025 inModulus of Elasticity = 25000 +/- 11.5 ksiDetermine the relative error. Is it above or below the accepted 5% relative error?For some element, the displacement is obtained as u = [1 + 3x +4y +5xy]x10^(-3) mm. The normal strain along x-axis at point (1.2, 0.8) m located inside the element is
- A differential element on the bracket is subjected to plane strain that has the following components: , Ex = 300 x 10-6, Ey = 200 x 10-6, Exy = -500 x 10-6. Use the strain-transformation equations and determine the normal strain Ex' in the x' direction on an element oriented at an angle of 60°. Note, a positive angle is counter clockwise.For a linear elastic isotropic material, prove that a state of plane stress result in a strain field description that satisfies the strain compatibility equations.Three (3) strain gauges are fixed on the surface of point A of a structure to analyse strainconditions at point A on a structure, in the respective directions as shown in Figure Q2. When the structure is being loaded the readings of the gauges are 200µ, 350µ and -100µ and the directions of x, a and b respectively. a) Find the strains values in the x-y directions and draw the strain element diagram of thatdirections.b) Find the principal strain values and draw the strain element diagram of that directions.c) Find the maximum shear strain value and draw the strain element diagram of thatdirections.d) If the properties of the structure has E = 208 GPa and n = 0.28, find the magnitude of the Principal Stresses and draw its stress element diagram.e) Give your comment without calculation on what happen to maximum principal strain ofthe steel (E = 208 GPa) is changed to copper (E = 110 GPa)?
- QB3 TWO DIMENTIONAL STRAINThree strain gauges were arranged in the form of a rectangular rosette and positioned on atest surface. The measured strains were as follows: 1 = 200x 10-6 2 = 100 x 10-6 3 = 50 x 10-6Determinea) the principal strains and the principle stressesb) the direction of the greater principal strain relative to gauge 1 and sketch the Mohrstrain circle. Take the Young Modulus of Elasticity value to be E = 200 GN/m2 andPoisson’s ratio = 0.28.A loading causes the wires to elongate into the dashed shape. Explain how to determine the normal strain PAB in wire AB. The displacement Δ and the distances between all lettered points are known.What strain will be produced by a stress of 80 x 106 N/m2, for a given modulus of elasticity 200GPa. a. 0.0008 b. 0.0004 c. 0.004 d. 0.002