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Tytuł artykułu

Fatigue stress analysis of orthotropic steel bridge decks in Xinghai Bay Cross-sea Bridge

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Fatigue properties of orthotropic steel bridge deck of Xinghai Bay Cross-sea Bridge in Dalian were analyzed. The segment model of orthotropic bridge deck was established by using the finite element software Abaqus. The intersection between diaphragm and U-rib was selected to analysis. The fatigue loading model III was adopted which was provided by “Specifications for Design of Highway Steel Bridge”. First, the transverse stress influence line and the transverse severest loading position were determined. Then, five loading regions were selected near the transverse severest position. The stress amplitude of the intersection was ascertained through loading on the longitudinal bridge for each region. Finally, the fatigue checking for the intersection was carried out. The results showed that the maximum fatigue stress amplitude of orthotropic deck in Xinghai Bay Cross-sea Bridge met the requirements of "Specifications for Design of Highway Steel Bridge".
Rocznik
Strony
327--340
Opis fizyczny
Bibliogr. 21 poz., il., tab.
Twórcy
autor
  • Hunan Provincial Communications, Planning, Survey & Design Institute Co., Ltd, Changsha, China
autor
  • College of Civil Engineering and Architecture, Dalian University, Dalian, China
autor
  • National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology, Dalian University of Technology, Dalian, China
  • State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, China
Bibliografia
  • [1] Troitsky MS. Orthotropic Bridges - Theory and Design. 2nd Edition[M]. Cleveland, OH United States: James F. Lincoln Arc Welding Foundation, 1987.
  • [2] Enshi J., Runping M., Qiang Z. Contrastive Analysis of Anti-fatigue Design of Orthotropic Steel Bridge Deck for Highway Bridges in AASHTO and Eurocode 3[J]. World Bridges. 2013, 41(2):31-34.
  • [3] Xi-biao T. Analysis of Structure Load Bearing Condition of Orthotropic Steel Plate Deck of a bridge[J]. World Bridges. 2015, 43(1):32-37.
  • [4] Feng Y-c. Fatigue Behavior Research of Orthotropic Steel Bridge Deck[D]: Chang’an Univ, 2009.
  • [5] Xinxin Z., Xiaoguang L., Yuling Z. New Advance of Design Parameter and Structure Details of Orthotropic Deck[J]. Steel Construction. 2010, 25(136):1-7.
  • [6] Bohai J., Kunkun L., Zhongqiu F. Analysis of Welding Residual Stress of Trough-Deck Plate Weld Joint in Steel Bridge Decks[J]. Journal of Jiangnan University (Education Sciences). 2015:197-201.
  • [7] Chuang C., Yi-zhi B., Qing-hua Z. Fatigue Life Assessment of Orthotropic Steel Deck Plate Based on Hot Spot Stress Method[J]. Bridge Construction. 2014, 44(4):62-67.
  • [8] Chunsheng W., Yacheng F. Review of fatigue Research for Orthotropic Steel Bridge Decks[J]. Steel Construction. 2009, 9:10-13.
  • [9] Petershagen H., Fricke W., Massel T. Application of the Local Approach to the Fatigue Strength Assessment of Welded Structures in Ships[C]. Assembly of International Institute of Welding,Hamburg,Germany: International Institute of Welding, 1991.
  • [10] Dong P. A structural stress definition and numerical implementation for fatigue analysis of welded joints[J]. International Journal of Fatigue. 2001, 23(10):865-876.
  • [11] Maddox SJ. Recommended Hot-spot Stress Design S–N Curves for Fatigue Assessment of FPSOs[C]. The Eleventh International Offshore and Polar Engineering Conference,Stavanger, Norway: The International Society of Offshore and Polar Engineers, 2001.
  • [12] Ya S., Yamada K., Shikawa T. Fatigue Evaluation of Rib-to-Deck Welded Joints of Orthotropic Steel Bridge Deck[J]. Journal of Bridge Engineering. 2011, 16(4):492-499.
  • [13] Fan-chao M., Quan-ke S., Yi-zhi B. Optimized Design of Anti-fatigue for Orthotropic Steel Bridge Deck[J]. HIGHWAY. 2014, 10:1-6.
  • [14] Eurocode 3: Design of steel structures - Part 1-9: Fatigue. The European Union Per Regulation 305/2011; 2005.
  • [15] Feng X. 3-D finite element analysis of and orthotropic deck system[D]. Bethlehem, Pennsylvania: Lehigh University, 1996.
  • [16] Hui Z. Model Design and Experimental Research On Dalian Xinghai Bay Bridge[D]: Dalian University of Technology, 2013.
  • [17] Yong-gang T., Liang C., Zhe Z. Overall Design of Main Bridge of Xinghai Bay Sea-Crossing Bridge in Dalian[J]. World Bridges. 2015, 43(2):6-10.
  • [18] Xueqing T. Study on Static and Dynamic Characteristics of Main Pylon of Xinghai Bay Bridge[D]: Dalian University of Technology, 2012.
  • [19] Specifications for Design of Highway Steel Bridge, JTG D64. Beijing; 2015.
  • [20] Lewei T., Zuyan S. Fatigue Tests of Orthotropic Steel Bridge Decks with Open-Shaped Longitudinal Ribs[J]. China Journal of Highway and Transport. 1997, 10(3):62-68.
  • [21] Lewei T., Zuyan S. Fatigue Assessment of Orthotropic Steel Bridge Decks[J]. China Civil Engineering Journal. 2000, 33(3):16-21+70.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5ac034a2-0b87-498b-9e7f-d4e73e7726f4
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