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      KCI등재 SCIE SCOPUS

      Eff ect of High Strain Rate on Low-Cycle Fatigue Behavior of Steel Welded Joints During Earthquake Loading

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      https://www.riss.kr/link?id=A105911695

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      다국어 초록 (Multilingual Abstract)

      This study aims to investigate the eff ects of strain rate on the low-cycle fatigue strength of steel welded joints. Load-carrying cruciform joints with diff erent material mismatch ratios were fabricated in order to observe the eff ects of material m...

      This study aims to investigate the eff ects of strain rate on the low-cycle fatigue strength of steel welded joints. Load-carrying cruciform joints with diff erent material mismatch ratios were fabricated in order to observe the eff ects of material mismatching.
      A series of displacements that generate low-cycle fatigue damage were applied to the specimens. The experiment was conducted by fast cyclic loading and displacement control, using feedback from a displacement transducer. The feedback control algorithm was found to be critical. Thus, a non-linear feedback control algorithm, i.e., PID control, was implemented in the testing machine. An experimental setup capable of fast cyclic loading was developed. Fatigue life based on the load drop curve indicated that higher strain rates caused lower fatigue life. Failure behavior regarding the strain rate eff ects of steel welded joints was observed.

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      참고문헌 (Reference)

      1 Sakano, M., "Super low cycle fatigue behavior of steel pier base joint with triangular ribs" 44 (44): 1281-1288, 1998

      2 Miki, C., "Study on estimation of fatigue strengths of notched steel members" 316 : 153-168, 1981

      3 Tamura, H., "Study on cause of brittle fracture during earthquakes in steel bridge bents focusing on dynamic loading effect" 68 (68): 226-241, 2012

      4 Kanchanomai, C., "Strain-rate effects on low-cycle fatigue mechanism of eutectic Sn-Pb solder" 24 : 987-993, 2002

      5 Saiprasertkit, K., "Strain based fatigue strength evaluation of beam-to-column connections in steel bridge bents" 2012

      6 Sasaki, E., "Required fracture toughness of steel to prevent brittle fracture during earthquakes in steel bridge piers" 731 (731): 93-102, 2003

      7 Hobbacher, A., "Recommendations for fatigue design of welded joints and components. IIW documentation, XIII-2151-07/XV-1254-07"

      8 Tamai, H., "On low-cycle fatigue characteristics of hysteretic damper and its fatigue life prediction under severe earthquake" 462 : 141-150, 1994

      9 Lee, C. H., "Modified fatigue model for hourglass-shaped steel strip damper subjected to cyclic loadings" 141 (141): 04014206-, 2015

      10 Okashita, K., "Investigation of the brittle fracture at the corner of P75 rigidframe pier in Kobe harbor highway during the Hyogoken-nanbu earthquake" 591 (591): 243-261, 1998

      1 Sakano, M., "Super low cycle fatigue behavior of steel pier base joint with triangular ribs" 44 (44): 1281-1288, 1998

      2 Miki, C., "Study on estimation of fatigue strengths of notched steel members" 316 : 153-168, 1981

      3 Tamura, H., "Study on cause of brittle fracture during earthquakes in steel bridge bents focusing on dynamic loading effect" 68 (68): 226-241, 2012

      4 Kanchanomai, C., "Strain-rate effects on low-cycle fatigue mechanism of eutectic Sn-Pb solder" 24 : 987-993, 2002

      5 Saiprasertkit, K., "Strain based fatigue strength evaluation of beam-to-column connections in steel bridge bents" 2012

      6 Sasaki, E., "Required fracture toughness of steel to prevent brittle fracture during earthquakes in steel bridge piers" 731 (731): 93-102, 2003

      7 Hobbacher, A., "Recommendations for fatigue design of welded joints and components. IIW documentation, XIII-2151-07/XV-1254-07"

      8 Tamai, H., "On low-cycle fatigue characteristics of hysteretic damper and its fatigue life prediction under severe earthquake" 462 : 141-150, 1994

      9 Lee, C. H., "Modified fatigue model for hourglass-shaped steel strip damper subjected to cyclic loadings" 141 (141): 04014206-, 2015

      10 Okashita, K., "Investigation of the brittle fracture at the corner of P75 rigidframe pier in Kobe harbor highway during the Hyogoken-nanbu earthquake" 591 (591): 243-261, 1998

      11 Kayamori, Y., "Influence of weld defects on very low cycle fatigue properties of welded joints" 427 : 1-8, 2001

      12 Mayer, H., "Influence of loading frequency on the high cycle fatigue properties of AlZnMgCu15 aluminium alloy" 314 : 48-52, 2001

      13 Papakyriacoua, M., "Influence of loading frequency on high cycle fatigue properties of bcc and hcp metals" 308 : 143-152, 2001

      14 Miki, C., "Fracture in steel bridge piers due to earthquakes" 49-56, 2004

      15 Maddox, S. J., "Fatigue strength of welded structures (2nd ed.)" Abington Publishing 1991

      16 Miki, C., "Fatigue strength of fillet-welded joints containing root discontinuities" 15 (15): 133-140, 1993

      17 Frank, K. H., "Fatigue strength of fillet welded cruciform joints" ASCE 105 (105): 1727-1740, 1979

      18 Saiprasertkit, K., "Fatigue strength assessment of load carrying cruciform joints with material mismatching in low and high cycle fatigue regions based on effective notch concept" 40 : 120-128, 2011

      19 Saiprasertkit, K., "Fatigue crack initiation point of load carrying cruciform joints in low and high cycle fatigue regions" 59 : 153-158, 2014

      20 Stanzl-Tschegg, S. E., "Fatigue and fatigue crack growth of aluminium alloys at very high numbers of cycles" 23 : 231-237, 2001

      21 Saiprasertkit, K., "Experimental study of load-carrying cruciform joints Containing Incomplete Penetration and Strength Under-matching in Low and High Cycle Fatigue Regions" 14 : 572-581, 2012

      22 Luo, Y., "Effects of strain rate on low-cycle fatigue behaviors of high-strength structural steel" 20 (20): 50-56, 2013

      23 Miki, C., "Brittle fracture at beam-tocolumn connection during earthquake" 591 (591): 273-281, 1998

      24 ASW, "Bridge welding code D1.5 - 96"

      25 ABAQUS, "ABAQUS Analysis's manual, Version 6.11" 2011

      26 Kainuma, S., "A fatigue strength evaluation method for load-carrying fillet welded cruciform joints" 28 (28): 864-872, 2006

      27 Petershagen, H., "A comparison of two different approaches to the fatigue strength assessment of cruciform joints. IIW documentation, XIII-1410-91"

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