Page 225 - Mechanical Behavior of Materials
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Problems and Questions                                                     227


                 strength. Determine the following: (a) stress in the length direction, (b) strain in the length
                 direction, (c) strain in the transverse direction, (d) length while under load, and (e) diameter
                 while under load.
            5.12 Employ Eq. 5.26(a) and (b) as follows:
                   (a) Obtain an expression for the ratio ε y / ε x as a function of stresses and the elastic
                      constants for the material. Under what conditions is the negative of this ratio equal
                      to Poisson’s ratio ν?
                   (b) Obtain an expression for the ratio σ x / ε x as a function of stresses and the elastic
                      constants for the material. Under what conditions is this ratio equal to the elastic
                      modulus E?
            5.13 For the special case of plane stress, σ z = τ yz = τ zx = 0, proceed as follows:
                   (a) Write the resulting simplified version of Hooke’s law, Eqs. 5.26 and 5.27.
                   (b) Then invert the simplified forms of Eq. 5.26(a) and (b) to obtain relationships that give
                      the stresses σ x and σ y , each as a function of strains and materials constants only.
                   (c) Also derive the equation that gives ε z as a function of the other two strains and materials
                      constants.
            5.14 Strains are measured on the surface of a brass alloy part as follows: ε x = 1600×10 −6 ,
                 ε y = 1300×10 −6  , and γ xy = 1500×10 −6 . Estimate the in-plane stresses σ x , σ y , and τ xy, and
                 also the strain ε z normal to the surface. (Assume that the gages were bonded to the metal when
                 there was no load on the part, that there has been no yielding, and that no loading is applied
                 directly to the surface, so that σ z = τ yz = τ zx =0.)
            5.15 Strains are measured on the surface of a polycarbonate plastic part as follows: ε x = 0.022, ε y
                 = −0.0158, and γ xy = 0.0096. Estimate in-plane stresses σ x , σ y , and τ xy, and also the strain
                 ε z normal to the surface. (The same assumptions apply as for Prob. 5.14.)
            5.16 Strains are measured on the surface of a low alloy steel part as follows: ε x =−1750×10 −6 ,
                 ε y = 900×10 −6 , and γ xy = 600×10 −6 . Estimate in-plane stresses σ x , σ y , and τ xy,
                 and also the strain ε z normal to the surface. (The same assumptions apply as for
                 Prob. 5.14.)
            5.17 Strains are measured on the surface of a mild steel part as follows: ε x = 250 × 10 −6 ,
                 ε y =−950 × 10 −6 , and γ xy = 400 × 10 −6 . Estimate in-plane stresses σ x , σ y , and τ xy ,
                 and also the strain ε z normal to the surface. (The same assumptions apply as for
                 Prob. 5.14.)
            5.18 Strains are measured on the surface of a titanium alloy part as follows: ε x = 3300 ×
                 10 −6 , ε y = 110 × 10 −6 , and γ xy = 650 × 10 −6 . Estimate the in-plane stresses σ x , σ y , and
                 τ xy , and also the strain ε z normal to the surface. (The same assumptions apply as for
                 Prob. 5.14.)
            5.19 A plate of metal is subjected to stresses σ x = 186 MPa and σ y = 152 MPa. The strains
                 that occur as a result of these stresses are measured to be ε x = 1900 × 10 −6  and ε y =
                 1250 × 10 −6 . No yielding occurs in the plate, that is, the behavior is elastic. Estimate the
                 elastic modulus E and Poisson’s ratio ν for the metal. What type of metal is it?
            5.20 A thin-walled spherical vessel contains a pressure p and has inner radius r and wall
                 thickness t. It is made of an isotropic material that behaves in a linear-elastic manner.
                 Determine the each of following as a function of the pressure, geometric dimensions, and
                 material constants involved: (a) change in radius,  r, and (b) change in wall thickness,  t.
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