Civil Engineering Reference
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Fig. 11.41 EAM force
reduction and elongation
increase [ 20 , 21 ]. The
application of electrical
pulses (i.e., the steep drop-
offs in the EAM profile)
proved to reduce the overall
engineering stress-elongation
profile and increase
elongation compared to the
non-pulsed baseline test
Fig. 11.42 Diffuse necking
effect (baseline vs. EAM)
[ 20 , 21 ]. The two EAM tests
produced much more defined
diffuse necks than the non-
EAM baseline test
current density and pulse duration, which allows accurate elongation predictions
to be made from respective parameter combinations (Fig. 11.43 ). This relation-
ship could also be represented in 3-D as a “formability ridge,” specifying expected
elongation for different current density and pulse duration combinations, as shown
in Fig. 11.44 .
Conclusions from this section are as follows:
• EAM produced the most optimum formability improvements with high cur-
rent density/short pulse duration and low current density/long pulse duration
combinations.
• In cases where this inverse relationship was violated, such as low current/short
duration, the formability remained unchanged.
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