45 degree strain-stress rosette

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SUMMARY

The discussion centers on the calculation of principal stresses using a 45-degree strain-stress rosette. The user defines strain components \(\epsilon1\), \(\epsilon2\), and \(\epsilon3\) and derives stress components \(\sigmax\), \(\sigmay\), and \(\sigmaxy\) using the relationships involving Young's modulus \(E\), Poisson's ratio \(\nu\), and shear modulus \(G\). The user encounters a discrepancy in the denominator of the principal stress formula, questioning whether their algebra is incorrect or if the provided answer contains an error. The correct denominator for the principal stress calculation should be \(2(1-\nu)\), not \(2(1+\nu)(1-2\nu)\).

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  • Understanding of strain-stress relationships in materials
  • Familiarity with the concepts of Young's modulus \(E\) and Poisson's ratio \(\nu\)
  • Knowledge of strain rosettes and their applications in stress analysis
  • Proficiency in algebraic manipulation of equations
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  • Review the derivation of principal stresses from strain measurements
  • Study the application of 45-degree strain-stress rosettes in engineering
  • Learn about the implications of Poisson's ratio in material behavior
  • Explore common mistakes in stress analysis calculations and how to avoid them
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Mechanical engineers, materials scientists, and students studying stress analysis who are looking to deepen their understanding of strain-stress relationships and the application of strain rosettes in engineering problems.

Dell
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can anyone see where i have gone wrong? i am talking about question 4.17 below

http://lh5.ggpht.com/_H4Iz7SmBrbk/SwEB0MVvMyI/AAAAAAAAB_Q/Uy80NKhkTOI/Capture.JPG

what i did was define \epsilon1 \epsilon2 and \epsilon3
\epsilonx=\epsilon1
\epsilony=\epsilon3
2\epsilonxy=2\epsilon2-\epsilon1-\epsilon3

\sigmax=\frac{E}{(1+\nu)(1-2\nu)}*[(1-\nu)\epsilon1+\nu\epsilon3]

\sigmay=\frac{E}{(1+\nu)(1-2\nu)}*[(1-\nu)\epsilon3+\nu\epsilon1]

\sigmaxy=G*2*\epsilonxy=\frac{E}{2(1+\nu)}(2\epsilon2-\epsilon1-\epsilon3)

---\frac{E}{2(1+\nu)}=A---


now to find the principal stresses

\sigma=\frac{\sigmax + \sigmay}{2} +- \sqrt{\frac{\sigmax - \sigmay}{2}}^2+\sigmaxy^2

after plugging all the sigma's in i get

=A*(\epsilon1+\epsilon3)/(1-2\nu) +- \sqrt{A^2*(\epsilon1-\epsilon3)^2+(A*((2\epsilon2-\epsilon1-\epsilon3))^2}

which is all perfect except for that in the answer the denominator for the first part is : 2(1-\nu) and i get 2(1+\nu )(1-2\nu) every time, is my algebra off somewhere, am i using the wrong method or could they have a mistake in the answer??
 
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sorry about the LATEX work, i see it now, looks terrible, i will try to fix it
 

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