10
(^9) r
\
a
'"
~ICL
(/)
(/)
w 6
0:
l-(/)
...J
« 5
z
0
en
z
UJ ~
~
~ ,0' G<~'" Case 3 Surt=
r ~
Buckle, t3 ., 0' /
~
a
Z
(^0 3)
Z
2
~
{:3 - 25 -, Ungrooved Surface
I
"--... ./
Buckle, {3 -- 90
r--
'-
l II =^90 , Grooved Surface
Case 2
o I I I I I I I l I^1 J J I t I I I
5 10 15 20
SURFACE TO CHAIN DIAMETER RATIO Old
FIGURE F7: COMPARISON OF GROOVED AND UNGROOVED SURFACE CASES
was approximately 30°. The non-dimensjonal stress factors, as detJned above, were approximately
2 and 4.6 for the upright link «(J = 90°) and !lat link (f3 == 0°) cases respectively (Figure 12 of
Buckle reference).
Comparing the Buckle results with those of the present analysis gives some indication of the
adequacy of t.he present calculation , For the 0° case (flat link), Buckle gives a stre ' only slightly
lower than the present analysis. For the 90° case (upright link) Buckle gives a stress a pproximately
70l1Jo higher. This higher value may be due, to the act-ion of the stud puttjng a concentrated load 011
tbe middle section of the link.
The comparison indicates the simplified analysis do_ne bere may n01 be as accurate as lbe finite-
element analysis performed by Buckle. Correlation is good for the 0" case, but poor for th e 90°
case. The intermediate cases of interest, i,e. (J == 25°, ma5' be less i.naceurate.
In Lhe present srudy, a more accurate analysis of the ease of a chaiH tens'iolJed over an ung-rooved
curved surface couJd have been obtained using finite-clement methods, However, a more exaet
analysis of the forces between two int.erlocking links would be necessary, A preCise definition of
the inter-link forces is a major problem. Further analysis does oot appear to be warranted.