Something I should point out there is no perfect weld or connection.
From Wj_1975_o7_5216.PDF.
"These drastic differences be-
tween the measured fracture tough-
ness values of the base metal and the
EB weldments are a result of struc-
tural differences. The process of EB
welding results in an acicular struc-
ture (see Fig. 6) which is much more
brittle than the structure of the base
metal.
The base metal often exhibits a
strong tendenc y to internal de -
lamination, especially at room tem-
perature (see Fig. 13). With de-
creasing temperature, the tendency
to internal delamination decreases. At
- 6 0 C the delaminatio n effec t
appears to have ceased almost com-
pletely (see Fig. 14). Similarly, but to a
lesser extent, delamination is in-
fluenced by the strain rate. The higher
the strain rate at constant tem-
perature, the smaller the probability
of delamination. The appearance of
internal delamination is a result of the
presence of free ferrite. The cracks
caused by delamination propagate
along the stringers of free ferrite (Ref.
28).
Assuming empirical mathematical
relationship in the form of a power-
law between fracture toughness and
yield strength (Ref. 39), all sets of data
obtained on large specimens were ex-
amined in accordance with that law,
which may be written in the general
form:
o-y = _[K| £ J_-
K (12)
Where a and ft = constants, different
for different materials.
Since a,a 1 is independent of strain
rate and temperature, the power-law
relationship in"