Eccentric Reinforced Pipe Fitting Crotch Stress Reduction

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Solution Overview

Problem

Non-metal pipe fittings, such as tees and 45° bends, often fail at the crotch due to cyclic pressure, with conventional solutions either failing to reduce stress effectively or increasing costs and pressure drops by adding material to the outside or reducing the flow path diameter.

Innovation Solution

A reinforced pipe fitting design with thicker sections at the crotch area, specifically increasing the thickness by 15% on one side and 20% within the plane defined by the longitudinal axes, adding material internally to enhance strength without unnecessary additions, and using an eccentric periphery to distribute stress effectively.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If material is added to the outside crotch area using big radii, ribs, tapers, then the crotch strength is improved, but the cost increases and stress in the crotches may be made worse

Engineering Contradiction:
Improvecrotch strengthVSAvoidmaterial quantity
Core Design Contradiction:
StrengthVSQuantity of substance

Solution Approach 1:

The patent applies local quality by varying the wall thickness specifically at the crotch area rather than uniformly throughout the fitting. The wall thickness is increased to a greater extent at the crotch area than at other portions of the fitting, providing localized reinforcement where stress concentrations occur most severely, thereby improving crotch strength without proportionally increasing overall material quantity and cost.

Inventive Principle:
Principle #3Local quality

2Strength

If the flow path diameter is reduced, then wall section and strength are added and hoop stresses are reduced, but pressure drop across the fitting increases and costly additional material is added to portions not subject to stresses

Engineering Contradiction:
Improvewall strengthVSAvoidpressure drop
Core Design Contradiction:
StrengthVSLoss of energy

Solution Approach 1:

The patent applies local quality by concentrating wall thickness increases specifically at the crotch area where stress concentrations occur, rather than uniformly reducing the flow path diameter throughout the entire fitting. This localized reinforcement provides the necessary strength and hoop stress reduction at critical areas while maintaining larger flow path dimensions in non-critical areas, thereby avoiding excessive pressure drop and unnecessary material addition.

Inventive Principle:
Principle #3Local quality

3Strength

If material is added to the outside of the fitting, then the crotch area appears reinforced, but the additional material does little to reduce stress in the crotches

Engineering Contradiction:
Improvecrotch apparent strengthVSAvoidcrotch stress
Core Design Contradiction:
StrengthVSStress or pressure

Solution Approach 1:

The patent applies inversion by adding material to the inside of the fitting at the crotch area rather than to the outside. This internal reinforcement directly counters the stress concentrations at the crotch by providing structural support from the interior, effectively reducing crotch stress. This approach is more efficient than external additions because it places material where it can most directly resist the internal pressurized fluid forces that cause crotch failure.

Inventive Principle:
Principle #13The other way round (Inversion)

Data Source

PatentUS7857357B2Reinforced pipe fitting with eccentric flow path
Publication Date: 2010.12.28 SPEARS MANUFACTURING COMPANY
  • US7857357B2 patent drawing
  • US7857357B2 patent drawing
  • US7857357B2 patent drawing

AI summary

A reinforced pipe fitting has a body with a cylindrical first section and a cylindrical second section. The first section has a first longitudinal axis and the second section has a second longitudinal axis. The side walls of the first section intersect the side walls of the second section at a crotch point disposed within the plane defined by the first and second longitudinal axes. The first section defines a first section crotch area pipe stop having a proximal portion disposed proximate to the crotch point and a distal portion disposed opposite the proximal portion. The average thickness of the proximal portion disposed 15° to either side of the plane defined by the first and second longitudinal axes is greater by about 15% than the average thickness of the distal portion disposed 15° to either side of the plane defined by the first and second longitudinal axes.