2) Which of the following strain fields are possible for a solid structure. Explain. (a) ɛ, = k(x+ y), 8, = k, 8, = kx, Y» = ky, 7 = k, = 0 (b) 8, = k(x² + y*), Yx =0 8, = ky, 8, = 0, Yy = kxy, Y = 0, (c) 8, = kz(x² + y*), 8, = ky'z, 6, = 0, 7 = kxyz, Y = 0, Y= = 0 %3D
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- 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°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 isUsing 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.
- The state of plane strain at a point has strain components of Px = -400(10-6), P y = 200(10-6), and gxy = 150(10-6), Fig. a. Determine the maximum in-plane shear strain and the absolute maximum shear strain.If the in-plane principal strains both have the same sign, the absolute maximum shear strain will occur out of plane. True or False . Explain how?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)?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. 0.002QB3 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.
- If the in-plane principal strains are of opposite signs, then theabsolute maximum shear strain equals the maximum in-plane. True or false?Figure Q2 shows the strain gauges positions and values at point A on a surface of a loaded structure. The strain readings in directions of a, b and x are +400m, -100m and +200m respectively. The structure has properties as following; E= 205 GPa, v = 0.32 a) What are the principal stresses? Sketch the principal stress element and mark its values. b) What are the stresses in a-b directions ? Sketch the stress element and mark its values“The displacement vector is not a tensor quantity”. Is this statement true or false? The engineering strain matrix is not a tensor quantity”. Is this statement true or false? "The directions of principal stresses coincide with those of principal strains in isotropic materials". Is this statement true or false?