A set of influence functions is developed for the complete, uniform, circular ring, subjected to concentrated forces or moments. Equilibrium is satisfied by the introduction of fictitious supports that are self-cancelling when the applied force system is in equilibrium. The method provides a general solution for the circular ring on a statically determinate support.
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References
1.
RoarkJ. R.Formulas for stress and strain1954 (McGraw-Hill, New York).
2.
BlakeA.‘How to find deflection and moment of rings and arcuate beams’, Product Engng1963, 70–81.
3.
CaseJ.The strength of materials1938, 3rd edn, 389 (Edward Arnold, London).
4.
BarberJ. R.The use of influence functions to find the forces and displacements in a complete circular ring Internal Report Ta.37, 1976 (University of Newcastle Upon Tyne).
