Exercises in continuum mechanics

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SUMMARY

The discussion focuses on solving exercises in continuum mechanics, specifically involving stress tensors in Cartesian coordinates. The first exercise requires calculating σx such that the stress vector at point O is nil, while the second exercise involves determining σx and σy for a plain stress condition at point M(1,1) with a given shear stress. The participant successfully derived expressions for σx and σy as σx = a + 3b and σy = 4a + 2b. The Airy function is identified as a key concept in the final exercise, which involves calculating derivatives related to stress.

PREREQUISITES
  • Understanding of stress tensors in continuum mechanics
  • Familiarity with Cartesian coordinate systems
  • Knowledge of plain stress conditions
  • Ability to work with Airy functions in mechanics
NEXT STEPS
  • Study the derivation and applications of stress tensors in continuum mechanics
  • Learn about the properties and applications of the Airy function in solving elasticity problems
  • Explore methods for calculating shear stress in plain stress conditions
  • Investigate the role of boundary conditions in continuum mechanics problems
USEFUL FOR

Students and professionals in mechanical engineering, particularly those specializing in continuum mechanics, as well as researchers focusing on stress analysis and material behavior under load.

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Hello
Please forgive me if i am not posting in the correct forum. Also you may find my English a bit rusty since i am basically French

Ok so i want to solve some exercises in continuum mechanics . The first exercise states :
we have a stress tensor in a Cartesian coordinate system with the point O ; origin of the system , such as :
captur10.jpg

calculate σx so that one face of the stress vector is nil at point 0 ( i know it sounds odd)
Then , calculate the components of the vector n on this face .

Another exercise states : the function of a stress for a plain stress condition is given by :
captur11.jpg

Where a and b are constants and the volume forces are ignored .
Determine the expressions of σx and σy if for the point M(1,1) the shear stress is equal to 1/2.

For the last exercise , what i have done is calculate the derivative of Φ with respect to x and did that again for y , then calculate the the two derivative functions for the point M so it gave me :
σ1 =a+3b
σ2=4a+2b
after that i applied the know functions to calculate σx and σy for a plain stress problem
it gave me these results :
σx =a+3b
σy= 4a+2b which equal exactly my first results ( not sure if this is correct tho )
Thanks
 
Last edited:
yea well i found out the responses to the question . for the first one , you just need to resolve the serie of nul equations ( the stress tensor multiplied by the n vecteur equal 0)
for the last problem , that function is called the Airy function .
 

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