Deflection curve of a Compound Spur Gear Shaft

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SUMMARY

The discussion focuses on deriving the deflection curve equation for a Compound Spur Gear Shaft subjected to loads at both ends, with reaction forces from bearings located in the middle. The correct approach involves finding the Bending moment equations for each section of the shaft and double integrating them to determine deflection. Additionally, utilizing Castigliano's theorems, particularly the second theorem, is recommended for calculating deflections across the beam. This method simplifies the computation of strain energy and allows for accurate plotting of the deflection curve.

PREREQUISITES
  • Understanding of Bending moment equations
  • Familiarity with double integration techniques
  • Knowledge of Castigliano's theorems, specifically the second theorem
  • Basic principles of beam deflection analysis
NEXT STEPS
  • Study the application of Castigliano's second theorem in beam deflection analysis
  • Learn about the derivation of Bending moment equations for various beam configurations
  • Explore numerical methods for plotting deflection curves
  • Investigate the effects of varying load positions on deflection outcomes
USEFUL FOR

Mechanical engineers, structural analysts, and students studying beam mechanics who are involved in shaft design and deflection analysis.

pepster
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Hi All!

I would really appreciate your help on something that has been bothering me for the past week.

I am uncertain on how to derive the deflection curve equation for a certain shaft. Loads are acting on both ends of the shaft, with the reaction forces being provided by two separate bearings that are located towards the middle of the shaft.

Is it correct to assume that by finding the Bending moment equations for each section of the shaft and then double integrating I will find deflection for each section of the shaft? I have attached a picture of my most recent attempt so far.

I am fairly certain that this is the right approach, however I am not sure as to whether or not I need to somehow combine all these moment equations into one equation so that I have a smooth deflection curve as opposed to a disjointed one.

Thank you for your help.
 

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If you're looking for an analytical method, try using Castigliano's theorems. The second theorem is the best for determining deflections across an entire beam. It states that the partial derivative of the strain energy in the beam w.r.t. the load yields the deflections at the location of the load. The strain energy is easier to compute than you might think (or I thought when I first learned about this).

If you're interested in the deflection of the beam at a point other than where the load is applied, the trick is to place a fake force at that location. Include that fake force term in the equation until after solving the integral, then just set it equal to zero. If you do that at enough locations on your beam, you can then plot a nice curve.
 

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