K. Takai et al., HYDROGEN OCCLUSION BEHAVIOR DURING DELAYE D FRACTURE IN COLD DRAWN STEEL WIRE AND HEAT-TREATED STEEL BAR FOR PRESTRESSED CONCRETE, Tetsu to hagane, 81(10), 1995, pp. 1025-1030
Stress-relieved steel wire for prestressed concrete (PC Wire), which i
s produced with cold drawing, has a higher resistance to delayed fract
ure than steel bar for prestressed concrete (PC Bar), which is produce
d with heat treatment. However, the hydrogen occlusion behavior of PC
Wire has not been investigated yet. To clarify this behavior, fracture
surfaces were examined, the hydrogen occlusion content was measured b
y using hydrogen thermal analysis, and hydrogen trapping sites were ob
served by using secondary ion mass spectrometry. It is found that PC W
ire occludes hydrogen released at 470 K which affects delayed fracture
and at 620 K which does not affect delayed fracture. This shows that
PC Wire decreases the ratio of hydrogen content at 470 K which affects
delayed fracture. PC Wire has a higher critical hydrogen content at w
hich delayed fracture occurs than PC Bar. Since PC Wire traps hydrogen
along the direction of cold drawing, it does not create linear crack
at delayed fracture. The hydrogen behavior of PC Wire thus increases t
he resistance of PC Wire to delayed fracture.