Lesson November 24th#

During today’s lesson you’ll work on a complex exercise on the topic of the stress-strain relations. Please ask your questions regarding the homework as well!

Exercise stress-strain relations#

Given is the following stress element:

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Fig. 195 Aluminium plate with strain gauges: \(E = 70 \ \rm{ GPa}\), \(\nu = 0.33 \ \rm{(-)}\), \(\varepsilon_{\rm{G1}} = -1.0 \cdot 10^{-3}\), \(\varepsilon_{\rm{G2}} = 2 \cdot 10^{-3}\), \(\varepsilon_{\rm{G3}} = +2 \cdot 10^{-3}\).#

  1. Find the strain tensor

  2. Find the principal strains

  3. Find the stress tensor

  4. Find the principal stresses

Exercise stress-strain relations 2#

Given is the following stress element:

../../_images/Figure_exam_general.jpg

Fig. 196 This plate of steel (\( E =210000 \, \rm{MPa}, \nu = 0.3, f_y =275 \, \rm{MPa}\)) is tested in homogeneous plane stress conditions. It is measured that \( \sigma_{xx} = 60 \, \rm{MPa}\) and \(\sigma_{yy} = -20 \, \rm{ MPa}\). (Note: in the drawing, the normal stress in y-direction is already represented in compression) We also know that the value of the minimum principal stress is \(\sigma_2=−70 \, \rm{ MPa}\)#

  1. Compute the value of the shear stress \(\sigma_{xy}\) (assume a positive value for \(\sigma_{xy}\)).

  2. Compute \(\varepsilon_{xx}\), \(\varepsilon_{yy}\), \(\varepsilon_{xy}\) and \(\varepsilon_{zz}\).