Consequences of pressure on helix

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Discussion Overview

The discussion revolves around the effects of external pressure on the force required to compress a helical compression spring, particularly when comparing conditions at atmospheric pressure versus those submerged in a high-pressure hydraulic fluid. The scope includes theoretical considerations and mathematical modeling of forces acting on the spring.

Discussion Character

  • Debate/contested
  • Technical explanation
  • Mathematical reasoning

Main Points Raised

  • One engineer proposes a simple mathematical formula to determine the force required to compress the spring under high pressure, while another suggests a more complex formula.
  • Some participants question why there would be any difference in the force required, arguing that the pressure is equal at all points of the spring and thus should not produce a resultant load.
  • Another participant suggests that the effective area differences for each coil loop might lead to a difference in required force, noting that the outer diameter of the coil is in contact with more hydraulic fluid than the inner diameter.
  • One participant mentions that there is a compressive hydrostatic stress field within the spring, but argues that the pressure is below the yield point of typical spring materials, implying that it would not significantly affect the spring unless it is stretched near its elastic limit.

Areas of Agreement / Disagreement

Participants express differing views on whether external pressure affects the force required to compress the spring. Some argue that it does not, while others propose that factors such as effective area differences could lead to increased force requirements. The discussion remains unresolved with multiple competing perspectives.

Contextual Notes

There are assumptions regarding the uniformity of pressure distribution and the material properties of the spring that have not been fully explored. The discussion also touches on the implications of hydrostatic forces and their relevance to the spring's behavior under compression.

Roger900
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Two engineers are disagreeing on the following issue.

Can anyone assist in providing a 3rd opinion?

The question relates to the force required to compress a simple helical compression spring.

Assume a compression spring is resting on a work table in absolute pressure of approximately 14.7 PSI. The spring requires 50 pounds of force to compress the spring.

Next, assume the same spring was submerged in 10,000 PSI hydraulic fluid. What would be the force required to compress the spring?

One engineer has a simple math formula to solve the problem...while another engineer has a more complex math formula to solve the problem.
 
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Why would there be any difference? The pressure at all points of the wire spring are equal such that they cancel out and don't produce any resultant load on the spring.
 
Tell the engineers to look up the definition of a hydrostatic force.
 
Q_Goest said:
Why would there be any difference? The pressure at all points of the wire spring are equal such that they cancel out and don't produce any resultant load on the spring.

Would a difference be resulting from the effective area differences for each individual coil loop?

If we look at a single helical coil of the spring, the outer diameter is obviously larger than the inner diameter. Hence, the outer diameter, or edge of the helical coil is physically in contact with more hydraulic fluid than the inner edge.

As the spring is being compressed, the diameters of each helical coil is increasing. Since the outer edge is under more "resistance" pressure to enlarge versus the inner edge desire to expand, would this not require more force be added to compress the spring - to overcome the resist forces from the differences in area?
 
The only difference is, there is a compressive hydrostatic stress field in the spring. But 10,000 psi is way below the yield point of most "normal" spring materials, so the stress would have no effect unless you were planning to stretch the spring close to its elastic limit.
 

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