Stress analysis -- derive equations: bending & yielding

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SUMMARY

The discussion centers on deriving equations for stress analysis in a mechanical engineering context, specifically focusing on bending and yielding of materials. The participant, an alloy chemist pursuing an MS in materials engineering, seeks assistance with a problem involving plane stress and stiffness, referencing Dieter's mechanical behavior of materials. Key insights include the importance of free body diagrams, shear and moment diagrams, and the application of generalized Hooke's Law for design optimization concerning stiffness and strength while minimizing mass.

PREREQUISITES
  • Understanding of plane stress concepts
  • Familiarity with generalized Hooke's Law
  • Knowledge of shear and moment diagrams
  • Basic principles of material mechanics
NEXT STEPS
  • Study the derivation of equations for bending stress in beams
  • Learn about design optimization techniques in materials engineering
  • Explore the application of generalized Hooke's Law in practical scenarios
  • Research methods for evaluating material properties under stress
USEFUL FOR

Materials engineers, mechanical engineers, and students in materials science seeking to deepen their understanding of stress analysis and optimization in engineering design.

Strife_Cloud
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Problem attached.

I would appreciate anyone's help. I am an alloy chemist working on an MS degree in materials engineering and have come to the mechanical engineering part of the program and am feeling a bit behind. Deriving an equation for this case is proving to be difficult for me although I believe we are still at the elementary mechanical review period.

The basic situation is that of plane stress with an "important focus" on stiffness. The class is following the mechanical behavior of materials book by Dieter. I have a lot of time putting the pieces together but an now a bit stumped.
 

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All you appear to have in this problem is a simple beam in bending but I can't make much sense of the actual questions at all .

Have you any more information ?
 
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Nidum said:
All you appear to have in this problem is a simple beam in bending

With the subtlety that this panel will be stiffer than a beam because it cannot contract laterally (because of its large width). I wrote a summary of generalized[/PLAIN] Hooke's Law for solving problems like this. It looks like the questions are essentially aiming at a design optimization problem in which the mass of the panel might be minimized while maintaining a given stiffness (in (b)) and strength (in (c))? But "bending momentum" is not a term I'm familiar with; I suppose it's meant to mean the bending moment.

Strife_Cloud, I'd start with a free body diagram of the panel. Have you covered shear and moment diagrams? If so, draw these too. Then find the stress at the bottom of the panel at the middle.
 
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Yes, we are going to be using this example to compare different materials and focus on what material we should consider. Then factoring in cost of materials and what processes are involved in production and how that leads to the properties of the final product.

The image is what he posted online to be completed before class. Adding that, we would use the equations we derive evaluating materials for the depicted stress state.

Unfortunately, that is all the information given on the sheet so I have been attempting to go through all of the variables we have been given hoping the combination leading to the equation will click but, it hasn't yet. I look forward to reading the information on the link provided and I will let you know how it helps! Thank you both for responding and for your help!
 

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