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¥»¬ã¨s¥D¦®¦b±´°Q¤£¦P¼ö³B²zª¬ºA¤U¥­§¡À³¤O»PÀW²v®ÄÀ³¹ï17-4 PH¤£ù׿û»G»k¯h³Ò©Ê½è¤§¼vÅT¡C¤ñ¸û¦b»G»kÀô¹Ò¤¤(3.5 wt% NaCl)¤£¦Pªº¼ö³B²z¡B¥­§¡À³¤O¤Î­t²üÀW²v¤U¯h³Ò¹Ø©R©M¯h³ÒµõÁ_¦¨ªøªº®t²§©Ê¡C¦b¯h³ÒµõÁ_¦¨ªø¹êÅç¤è­±¡A¦P®É°O¿ýµõÁ_³¬¦X®ÄÀ³¡A¥HÁA¸ÑµõÁ_³¬¦X®ÄÀ³¹ï¯h³ÒµõÁ_¦¨ªø³t²v¤§¼vÅT¡C¦b¹q¤Æ¾Ç¹êÅç¤è­±¡A¥H¶}¸ô¹q¦ìºÊ´ú¤Î´`Àô¶§·¥°ÊºA·¥¤Æ±½´y´ú¶q§÷®Æ¦b»G»kÀô¹Ò¤U¶w¤Æªº±¡§Î¡C¦¹¥~¡A¥ç§Q¥Î±½´y¦¡¹q¤lÅã·LÃè(SEM)¡A¹ïª÷¬Û²Õ´»P¯}Â_­±¥[¥HÆ[¹î¤ÀªR¡A¥HÁA¸ÑµõÁ_ªº¥Í¦¨¤Î¦¨ªø¼Ò¦¡¡C¹êÅçµ²ªGÅã¥Ü¡A»G»kÀô¹Ò¤U¤§°ª¶g¯h³Ò©Ê½è¡A¤£½×À³¤O¤ñ¬°R = 0.1©ÎR = 0.5¡A¨äH900³»®É®Ä³B²z³£¤ñH1150¹L®É®Ä³B²z¦³¸û°ª¤§»G»k¯h³Ò¹Ø©R¡ASA©T·»³B²z¤¶©ó¨âªÌ¤§¶¡¡C¦Ó¦b¯h³ÒµõÁ_¦¨ªø³t²v¤è­±¡AÀ³¤O¤ñ±ø¥óÁöµM¤£¦P¡A¦ý¤TºØ¼ö³B²z¤U¤§¯h³ÒµõÁ_¦¨ªø³t²v®t¶Z«o¤£¤j¡AÅã¥Ü°ª¶g»G»k¯h³Ò¹Ø©R¥D­nÁÙ¬O¥ÑµõÁ_°_©l¶¥¬q©Ò¥D±±¡C¦bÀW²v®ÄÀ³¤è­±¡A­t²üÀW²vªº§ïÅܹï©ó°ª¶g¯h³Ò©Ê½è¤Î¯h³ÒµõÁ_¦¨ªø³t²v¦³¤£¦Pªº¼vÅT¡C¦bµõÁ_¦¨ªø¹êÅ礤¡A«OÅ@½¤·|¦]µõÁ_©µ¦ùªº¹Lµ{¦Ó¯}Ãa¡A¥B¸û¤£©ö¦^´_¡AÀW²v­°§C¨Ï§÷®Æ¦³§ó¥R¤Àªº®É¶¡»PÀô¹Ò¤ÏÀ³¡A¦]¦Ó³y¦¨µõÁ_¦¨ªø¥[³t¡C¦b°ª¶g¯h³Ò¹êÅ礤¡A¦bªø¹Ø©R°Ï1 HzÀW²v±ø¥ó¤Uªº»G»k¯h³Ò©Ê½èÀu©ó20 Hz¡A¦¹²{¶H»P«OÅ@½¤ªº¦^´_¦³Ãö¡A1 Hz­t²ü±ø¥ó¦³¸û¨¬°÷ªº®É¶¡¨Ï¤w¯}¸H¤§«OÅ@½¤¦^´_¡A´î½wµõÁ_¥Í¦¨ªº®É¶¡¦Ó©µªø»G»k¯h³Ò¹Ø©R¡C¥ÑSEMÆ[¹î¤¤±oª¾¡A17-4 PH¤£ù׿û¸gH1150¹L®É®Ä³B²z¤ÎSA©T·»³B²z¡A¨ä°ª¶g¶b¦V¸Õ´Î¯}Â_­±¦bºC³t¦¨ªø°Ï±µªñµõÁ_°_©l³Bªþªñ¥iÆ[¹î¨ìÀôª¬¤Õ»k°Ï¡C¦Ó»G»k¯h³Òªº°_·½¬O¥Ñ»G»k²G«I»kªº»k¤Õ³B§Î¦¨¡A¨Ã¦³¦Ð¤òª¬ªe¬y¯¾¸ô¥Ñ°_©l³B¦V¥~ÂX´²©µ¦ù¡AµõÁ_©µ¦ù§e¬ï´¹¨«¦V¡A¦b©µ¦ù¤¤¯d¤U¯h³Ò¯¾¸ô¡A³Ì«á¯}Â_«h§e©µ©Ê¯}Ãa¼Ò¦¡¡C
Abstract¡G
This study investigated the influence of mean stress and loading frequency on the corrosion fatigue properties of 17-4 PH stainless steels in different heat treatments.  In particular, the fatigue life and fatigue crack growth (FCG) rate in 3.5 wt% NaCl solution for various tempers, load ratio, and loading frequency were made a comparison.  High-cycle fatigue (HCF) axial smooth-surface and FCG pre-cracked CT specimens were prepared in three different tempers, namely solution-annealed (SA), peak-aged (H900), and overaged (H1150) conditions.  The effect of environmentally assisted cracking mechanisms on the degradation of fatigue resistance was characterized.  Fractography and microstructure analyses with scanning electron microscopy (SEM) were conducted to determine the corrosion fatigue crack initiation and propagation modes.  S-N curves showed that smooth-surface specimens in H900 temper under load ratios of R = 0.1 and R = 0.5 at 1 Hz exhibited longer corrosion fatigue lives than the H1150 ones while those in SA temper lie between them.  Under the similar loading conditions, the corrosion FCG rates for all three tempers were not significantly different. This implies that crack initiation and stage I cracking stages played the major role in determining the entire corrosion fatigue life for smooth-surface specimen.The effects of loading frequency on HCF and FCG in salt water for this precipitation-hardening stainless steel are different.  Passive film would rupture and hardly recover in the process of crack growth.  As a result, the FCG rates at a lower frequency (1 Hz) were greater than those at a higher frequency (20 Hz) due to the longer time available for corrosive reaction at each cycle.  However, at the long life region, 1 Hz cyclic loading generated longer fatigue life for smooth-surface specimens than did 20 Hz cyclic loading.  This might be explained by the fact that the ruptured passive film on smooth-surface specimen could be recovered to a greater extent at 1 Hz over 20 Hz cyclic loading due to longer time available for recovery at each cycle.  Therefore, the crack initiation was deferred and the fatigue life was longer for 1 Hz cyclic loading at long life region.Fractography analyses indicated that corrosion pits around crack initiation site were found in slow crack growth region for HCF specimens at H1150 and SA tempers.  Fatigue cracks initiated mostly from corrosion pits followed by feathery river line features and striations as the cracks grew stably until final fracture.  The corrosion fatigue cracks propagated in a transgranular mode for all tempers tested in this study.