Bending of a curved beam to protect a tank nozzle

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SUMMARY

The discussion focuses on the structural integrity of curved flat bars used to protect tank nozzles in pressure vessels. The user is analyzing the thickness required for a flat bar welded to a 500-gallon tank, which weighs approximately 4000 kg when full. They calculated a maximum allowable deflection of 0.1 m under a force of 392500 N, equating to about 30 g's. The user seeks guidance on advanced calculations beyond simple beam bending equations to ensure the safety and functionality of the design.

PREREQUISITES
  • Understanding of beam bending equations
  • Knowledge of structural mechanics
  • Familiarity with kinetic energy calculations
  • Experience in welding and material properties
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  • Research advanced beam theory for curved structures
  • Learn about finite element analysis (FEA) for stress testing
  • Explore material selection for flat bars in structural applications
  • Study the principles of dynamic loading and impact analysis
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Engineers in the tank building industry, structural engineers, and professionals involved in the design and safety assessment of pressure vessels will benefit from this discussion.

dave319
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In the tank building industry some pressure vessels use curved pieces of flat bar, welded to the tank, to protect nozzles in the event that the tank rolls. I'm trying to determine how thick the flat bar should be for a given length so that it won't bend too much and allow a nozzle to be damaged (this could result in a leak). I initially made a lot of simplifying assumptions using simple beam bending equations but the amount of deflection I got didn't make any sense.

The 500 gal tank when full has a total mass of about 4000 kg. I decided to be more conservative and be a little easier on myself by assuming that the tank is actually being dropped from the height of its diameter instead of rolling. The diameter is about 1 m. This results in a velocity of about 4.43 m/s at the point of impact with the ground. The kinetic energy is 39250 J.

Next I accounted for a maximum allowable deflection of about .1 m (roughly 4 inches) and the cage will experience a force of 392500 N. This will provide enough clearance for the nozzle and is about 30 g's.

Since my background is chemical engineering not structural or mechanical, the next step of determining how thick the piece of flat bar needs to be is a little beyond my expertise being that I don’t believe it can be treated as a simple beam. I have attached a picture to help illustrate what I've written above. I appreciate your input.
 

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  • 500 gal Tank Guard Model (1).jpg
    500 gal Tank Guard Model (1).jpg
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Unless I'm mistaken, you don't have just a flat piece of metal, you have a structure. At least, if I'm reading the drawing correctly.

In that case, you'll have to do some more math to determine the reactions at the various points along the structure.
 
Yes you are correct. I'm interested in the behavior of the flat bar that has been curved and welded to the tank to create a type of cage. A simplifying assumption would be that the force is directed at the center of the curved bar (L/2). This is a little beyond the statics/dynamics class I took so if you can point me in the right direction I'd really appreciate it.
 

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