
EN 14532-3:2004 (E)
13
The tensile strength [R
m
(w)] of the welded test specimen in the post-weld condition shall satisfy the following
requirement:
R
m
(w) = R
m
(pm) x T
where
R
m
(pm) is the specified minimum tensile strength of the parent metal required in the relevant standard;
T is the joint efficiency factor.
For combinations between different alloys the lowest individual R
m
(w) value shall be achieved.
Table 2 — Efficiency for tensile strength of welded joint
Material group
or sub-group
(see Table C.1)
Temper condition of
parent metal before
welding
a b
Post weld condition
(pm)R
(w)R
T
m
m
=
21 All temper conditions As welded
1,0
c
22 All temper conditions As welded
1,0
c
23.1 T4 Natural ageing 0,7
T4 Artificial ageing
0,7
d
T5 and T6 Natural ageing 0,6
T5 and T6 Artificial ageing 0,7
23.2 T4 Natural ageing 0,95
T4 Artificial ageing
0,75
d
T6 Natural ageing 0,75
T6 Artificial ageing 0,75
Other alloys All temper conditions
—
e
—
e
a
Shall be according to EN 515.
b
For parent metal in other tempers not shown in the table, R
m
(w) shall be in accordance with the design specification.
c
R
m
(pm) is based on the specified minimum tensile strength of the "O" condition, irrespective of the actual parent metal
temper used for the test.
d
When the test pieces are artificially aged after welding and prior to testing, the efficiency factor T applies to the T6 parent
metal condition.
e
The post weld ageing conditions and R
m
(w) shall be in accordance with the design specification.
6.2.4.2 Macroscopic examination
A transverse macro section shall be taken from the test piece and documented by photograph. The macro section
of the welded joint shall show a complete, weld build-up and complete fusion of the weld in accordance with
EN 30042, level B.
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