Constant stress lines in a two-dimensional problem

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SUMMARY

The discussion focuses on determining lines of constant shear stress τxy in a two-dimensional problem defined by the stress equations σx=300xy and σy=300xy, with τxy=0 at the origin (x=y=0). The user initially misapplied the stress equilibrium equations but later clarified that integrating the equations rather than analyzing derivatives was the correct approach. By setting the integrated equation equal to the specified shear stress values of τxy=100, 300, and 400, the user successfully identified the corresponding values of x and y for plotting.

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  • Understanding of two-dimensional stress analysis
  • Familiarity with stress equilibrium equations
  • Knowledge of shear stress concepts
  • Ability to perform integration of differential equations
NEXT STEPS
  • Study the integration techniques for solving differential equations in mechanics
  • Learn about plotting shear stress lines in two-dimensional stress analysis
  • Explore the implications of body forces in stress equilibrium equations
  • Investigate advanced topics in continuum mechanics related to stress distribution
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Mechanical engineers, civil engineers, and students studying solid mechanics who are involved in analyzing stress distributions in two-dimensional structures.

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1. Problem statement
In a two-dimensional problem, σx=300xy and σy=300xy and τxy=0 at x=y=0. Determine lines of constant shear stress τxy in the x-y plane and plot them for τxy=100, 300, 400.

Homework Equations


dσx/dx + dτxy/dy + X = 0 [1]
dτxy/dx + dσy/dy + Y = 0 [2]

At least I think these are the ones I need.

The Attempt at a Solution


First off, when τxy is constant both dτxy/dx and dτxy/dy should be 0.
Further more, to simplify the problem I assume that the body forces X and Y are 0.

Then : dσx/dx = 300y and dσy/dy = 300x which can then be filled into equation [1] and [2] and I can then calculate for which values of x and y both terms end up as 0.

However if I do this, I (offcourse) end up with the equation y=x which seems a little simple to me and from this result I have no idea to plot lineS for the values of τxy as given in the assignment.

So actually, I think I'm either approaching this problem with a completely wrong method or I'm missing a part of the problem.

Any help or hints will be very much appreciated!
 
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I think the intention here was to solve for τxy under the assumption that X = Y =0. You need to use both the stress equilibrium equations to do this.
 
I think I've solved it now thanks to your tip Chestermiller!

I shouldn't have analyzed the derivatives but just find an equation by integrating both stress equilibrium equations and then combining them, then set this equation equal to the given shear stress values and determine all values of x and y for which this is true.

In which I have succeeded in doing.

Thanks so much!
 

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