Evaluation of Crack Initiation Points of Load-Carrying Cruciform Welded Joints Based on Effective Notch Stress Approach
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Kinoshita, K., Seismic Behavior of Fatigue-Retrofitted Steel Frame Piers, Civil Engineering Dimension, 15(2), 2013, pp. 81-88.
Morikawa, H., Shimozato, T., Miki, C., and Ichikawa, A., Study on Fatigue Cracking in Steel Bridge Piers with Box Section and Temporally Repairing, Journal of Structure Mechanics and Earthquake Engineering, Japan Society of Civil Engineers, 703, 2002, pp. 177-183. (In Japanese).
Miki, C., Ichikawa, A., Sakamoto, T., Tanabe, A., Tokida, H., and Shimozoto, T., Fatigue Performance of Beam-to-Column Connections with Box Sections in Steel Bridge Frame Piers, Journal of Structure Mechanics and Earthquake Engineering, JSCE, 710, 2002, pp. 361-371. (In Japanese).
Miki, C., Kinoshita, K., Kato, M., Sasaki, E., Shimozato, T., and Machida, F., Fatigue Strength of Steel Bridge Bents with Circular Column and Its Improvement, Doboku GakkaiRonbunshuu, JSCE, 801, 2005, pp. 97-111. (In Japanese).
Konishi, T., Miki, C., Hirabayashi, Y., and Shimozato, T., Inspection and Repair of Fatigue Cracks in Steel Bridge Piers, IIW Annual Assembly, International Institute of Welding, Doc. XIII- 2026-04, 2004.
Kinomoto, T., Miki, C., Hirabayashi, Y., Konishi, T., Tokida, H., and Shimozato, T., Plate Arrangement and Characteristic Internal Flaw in Beam-Column Connection of Steel Pier, IIW Annual Assembly, International Institute of Welding, Doc. XIII-1975-03, 2003.
Shimozato, T., Miki, C., Tokida, H., Machida, F., Yaginuma, Y., and Ono, S., Fatigue Properties and Retrofitting of Existing Steel Bridge Frame Piers with Full Scale Specimen, Doboku GakkaiRonbunshuu A, JSCE, 66(3), 2010, pp. 406-419. (In Japanese).
Miki, C., Tokunaga, K., and Hanji, T., Weld Repair for Fatigue Cracked Joints in Steel Bridges by Low Temperature Transformation Welding Material, Welding in the World, 56(3-4), 2012, pp. 40-50.
Miki, C., Ichikawa, A., Tanabe, A., and Kinoshita, K., Rib Installation Effects for Fatigue Strengths of Beam-to-Column Connections,IIW Annual Assembly, International Institute of Welding, Doc. XIII-2025-04,2004.
Kainuma, S., Mori, T., and Ichimiya, M., Evaluation Method for Fatigue Failure Modes in Load-Carrying Fillet Welded Cruciform Joints, Journal of Structure Mechanics and Earthquake Engineering, JSCE, 668, 2001, pp. 313-318. (In Japanese)
Kainuma, S. and Mori, T., A Study on the Fatigue Crack Initiation Point of Load-Carrying Fillet Welded Joints, International Journal of Fatigue, 30, 2008, pp. 1669-1677.
Hobbacher, A., Recommendations for Fatigue Design of Welded Joints and Components, IIW document, XIII-2151-07/XV-1254-07, Paris, France, 2007.
Miki, C., Fatigue Damage in Orthotropic Steel Bridge Decks and Retrofit Works, International Journal of Steel Structures, 6, 2006, pp. 255-267.
Park, W. and Miki, C., Fatigue Assessment of Large-Size Welded Joints based on the Effective Notch Stress Approach, International Journal of Fatigue, 30, 2008, pp. 1556-1568.
Mori, T. and Myoken, M., Applicability of Effective Notch Stress Conception to Fatigue Strength Evaluation for Cruciform Welded Joints failing from Weld Root, IIW Annual Assembly, International Institute of Welding, Doc. XIII-2231-08, 2008.
Kinoshita, K. and Arakawa, S., Evaluation of Fatigue Crack initiation Point of Load Carrying Cruciform Welded Joints, Proceeding of 33rd IABSE Symposium onSustainable Infrastructures, Paper ID 364-07-01, 2009.
Kinoshita, K. and Arakawa, S., Influence of Incomplete Penetration Size on Fatigue Crack Initiation Points of Load-Carrying Cruciform Welded Joints, Steel Construction Engineering, 64, 2009, pp. 65-70. (In Japanese)
Kinoshita, K. and Arakawa, S., Investigation of Evaluation Method for Fatigue Crack Initiation Points of Load Carrying Cruciform Welded Joints by using Effective Notch Stress, Proceeding of Constructional Steel, 18, 2010, pp. 121-126. (In Japanese)
DIANA, DIANA 9.4 User’s Manual, TNO DIANA BV, 2010.
Japan Society of Steel Construction, Fatigue Design Recommendation for Steel Structure, 1995.
Albrecht, P. and Yamada, K., Rapid Calculation of Stress Intensity Factors, Proceeding of ASCE, 103(2), 1977, pp. 377-389.
Frank, K.H. and Fisher, J.W., Fatigue Strength of Fillet Welded Cruciform Joints, Proceeding of ASCE, 105(9), 1979, pp. 1729-1740.
Mori, T. Kainuma, S. and Miki, C., Fatigue Strength Analysis of Load-Carrying Fillet Welded Cruciform Joints, Journal of Structural Engineering, JSCE, Vol. 39A, 1993, pp. 937-946. (In Japanese)
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