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      KCI등재 SCIE SCOPUS

      Study on Fatigue Performance of Arc Notch of Diaphragm in Steel Box Girder

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      https://www.riss.kr/link?id=A108407431

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      다국어 초록 (Multilingual Abstract)

      Steel box girders are easily subjected to fatigue cracking under the vehicle loading, and the crack initiating from arc notch of diaphragm is one of the typical fatigue details. The stress characteristics of diaphragm and U-rib in real bridge under th...

      Steel box girders are easily subjected to fatigue cracking under the vehicle loading, and the crack initiating from arc notch of diaphragm is one of the typical fatigue details. The stress characteristics of diaphragm and U-rib in real bridge under the vehicle loading were analysed, as well as the deformation characteristics. Experimental work on fatigue crack propagation and bearing capacity was conducted. Simulations using the fi nite-element method were undertaken, and the crack propagation behaviours were studied. It is found that the out-of-plane deformation is the main cause of crack propagation at arc notch of diaphragm in real bridge. Fatigue testing data of 9 diaphragm-rib specimens carried out by the vibration fatigue test system and results of FEM simulations show that the rate and path of fatigue crack propagation changed signifi cantly during the fatigue crack propagation. The fatigue crack initiates as a tensile-shear mixed mode crack and turns to single tensile mode with the increase of crack length.

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      참고문헌 (Reference) 논문관계도

      1 Chen, Y., "Study of fatigue strength of structural details of u-rib and diaphragm welding joints" 44 (44): 63-68, 2014

      2 Pfeil, M., "Stress concentration in steel bridge orthotropic decks" 61 (61): 1172-1184, 2005

      3 Choi, J., "Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-cross beam joints in an orthotropic steel deck" 11 (11): 189-198, 2008

      4 Jimenez-Martinez, M., "Manufacturing effects on fatigue strength" 108 : 104339-, 2019

      5 Tsakopoulos, P., "Full-scale fatigue tests of steel orthotropic decks for the Williamsburg Bridge" ASCE 8 (8): 323-333, 2003

      6 Ya, S., "Fatigue evaluation of ribto-deck welded joints of orthotropic steel bridge deck" 18 (18): 492-499, 2013

      7 Samol, Y., "Fatigue durability evaluation of trough to deck plate welded joint of orthotropic steel deck" 64 (64): 603-616, 2008

      8 Xiao, Z., "Fatigue cracks in longitudinal ribs of steel orthotropic deck" 28 (28): 409-416, 2005

      9 Patel, A., "Fatigue crack growth under mixed mode loading" 4 (4): 65-77, 2010

      10 Yun Huang, "Fatigue assessment of longitudinal rib-to-crossbeam welded joints in orthotropic steel bridge decks" Elsevier BV 159 : 53-66, 2019

      1 Chen, Y., "Study of fatigue strength of structural details of u-rib and diaphragm welding joints" 44 (44): 63-68, 2014

      2 Pfeil, M., "Stress concentration in steel bridge orthotropic decks" 61 (61): 1172-1184, 2005

      3 Choi, J., "Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-cross beam joints in an orthotropic steel deck" 11 (11): 189-198, 2008

      4 Jimenez-Martinez, M., "Manufacturing effects on fatigue strength" 108 : 104339-, 2019

      5 Tsakopoulos, P., "Full-scale fatigue tests of steel orthotropic decks for the Williamsburg Bridge" ASCE 8 (8): 323-333, 2003

      6 Ya, S., "Fatigue evaluation of ribto-deck welded joints of orthotropic steel bridge deck" 18 (18): 492-499, 2013

      7 Samol, Y., "Fatigue durability evaluation of trough to deck plate welded joint of orthotropic steel deck" 64 (64): 603-616, 2008

      8 Xiao, Z., "Fatigue cracks in longitudinal ribs of steel orthotropic deck" 28 (28): 409-416, 2005

      9 Patel, A., "Fatigue crack growth under mixed mode loading" 4 (4): 65-77, 2010

      10 Yun Huang, "Fatigue assessment of longitudinal rib-to-crossbeam welded joints in orthotropic steel bridge decks" Elsevier BV 159 : 53-66, 2019

      11 Fanjiang, G., "Fatigue analysis and design of steel orthotropic deck for bronx-whitestone bridge, New York City" 1892 (1892): 69-77, 2004

      12 Jie Liu, "Fatigue Performance of Rib-to-Deck Joints Strengthened with FRP Angles" American Society of Civil Engineers (ASCE) 23 (23): 2018

      13 Gao, W., "Failure process of rock slopes with cracks based on the fracture mechanics method" 231 : 190-199, 2017

      14 Guo, T., "Experimental study on fretting-fatigue of bridge cable wires" 131 : 105321-, 2020

      15 Bohai Ji, "Evaluation on root-deck fatigue of orthotropic steel bridge deck" Elsevier BV 90 : 174-183, 2013

      16 Fisher, J., "Evaluation of cracking in the rib-todeck welds of the Bronx-Whitestone bridge" 21 (21): 04015065-, 2016

      17 Xu, Z., "Energy damage detection strategy based on strain responses for long-span bridge structures" ASCE 16 (16): 162-171, 2011

      18 Sim, H., "Effects of fabrication procedures on fatigue resistance of welded joints in steel orthotropic decks" 14 (14): 366-373, 2009

      19 Qiudong Wang ; Bohai Ji ; Zhongqiu Fu ; Yue Yao, "Effective Notch Stress Approach-Based Fatigue Evaluation of Rib-to-Deck Welds Including Pavement Surfacing Effects" 한국강구조학회 20 (20): 272-286, 2020

      20 Kim, T. W., "Effect of pavement design parameters on the behaviour of orthotropic steel bridge deck pavements under traffic loading" 15 (15): 471-482, 2014

      21 Paris, P., "A critical analysis of crack propagation laws" 85 (85): 528-533, 1963

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