| SoE - Design - Stresses in valve stem due to valve bounce |
1. Introduction
2. Assumptions
3. Calculations
Using: Force = mass x acceleration, this gives the acceleration of the
closing valve to be 30/0.08 = 375m/s2
This is a very rough calculation but it gives some indication of the high stresses that can arise
when valve bounce occurs. Although this value will be well below the yield stress of a
medium carbon steel, which is sometimes used for valve stems, the semi-circular grooves
in the stem to retain the colletts will give rise to stress raisers. FEA on another page
indicates this stress concentration factor can be up to about 2.5. This will cause local stresses that
may well be too high for a medium carbon steel.
David J Grieve, 14th February 2007.
This takes a simple approach based on data from a Ford Fiesta engine. The worst case scenario
is examined - where valve bounce is occurring and the valve closing is driven totally
by the valve spring and the cam has no moderating contact.
As an approximation it is assumed that the average valve closing force exerted
by the spring is 30N.
NB: It should be noted that typical maximum valve accelerations are considerably
higher than the value calculated below. Hence the valve springs have significant
compression when fitted and generate a significantly higher force than used in the
example below. This means that the stress calculated is low and may well be exceeded in
a real engine should valve bounce occur. The high stresses explain why failure of the valve train
can happen rapidly when valve bounce occurs.
Using: v2 = u2 + 2as,
Again use: v2 = u2 + 2as,
So equivalent drop height is: s = 0.2485m
where W is the load, A the cross section area of the rod stem and L its length.
It is assumed that the valve assembly of weight P falls from a height h (0.2485m in this case)
and is stopped when the seat on the head of the valve hits the valve seat insert in the
cylinder head and this results in a slight elastic stretching of the stem, by a small amount
delta. The loss of potential energy through P falling freely through the height h, is equated
to the work done by the equivalent static force PE that would produce the same static
deflection.
Ph = A E (delta)2/2L and substituting values gives:
0.08 x 9.81 x 0.2485 = 3.14159 X (0.005)2 x 200E9 (delta)2/( 4 x 2 x 0.07)
(delta)2 = 6.953E-9m, so delta = 83.3E-6m
substitute this value of delta in: PE =A E delta/L, gives
PE = 3.14159 x (0.005)2 x 200E9/(4 x 0.07) = 4678N
sigma = 238MPa.