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ASSESSMENT ON WEB SLOPE OF TRAPEZOIDAL RIB IN ORTHOTROPIC DECKS USING FEM

Yıl 2014, Cilt: 32 Sayı: 1, 52 - 59, 01.03.2014

Öz

Thanks to their light weights, orthotropic deck structure is commonly used in industry to span long distances. An orthotropic deck is composed of deck plate, ribs and cross- beams. The deck is referred to as "orthotropic", because it is generally assumed as a simple plate having two different stiffnesses in longitudinal and transverse directions. Ribs provide the longitudinal stiffness of the bridge, whereas cross- beams provide transverse stiffness. Cross- beams are broadly of the similar shapes; nevertheless ribs can possess several different shapes like strip, bulb, angle, V- shaped, U- shaped, sektkelch or trapezoidal. This study is focused on trapezoidal ribs, since they are dominantly used in industry. Three different slopes of trapezoidal rib web are assessed using FEM, while rib width, height, span and thickness are kept constant. Results show that stresses especially of cross- beam and deflections of deck plate change depending on slope of trapezoidal stiffener webs.

Kaynakça

  • [1] Jong, F.B.P. de “Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks”, Dissertation, Technical University Delft, 2007.
  • [2] Gimsing, N.J. and Georgakis, C.T., “Cable Stayed Bridges Concept and Design” 3rd ed., Wiley Press, United Kingdom, 2011.
  • [3] Fujino, Y. and Yoshida, Y., “Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge”, Journal of Structural Engineering, 1012-1025, 2002.
  • [4] Virlogeux, M. “The Viaduct over the River Tarn”, Conference Proceedings Steelbridge OTUA Paris, 145-164, 2004.
  • [5] Fettahoglu A., “Arranging thicknesses and spans of orthotropic deck for desired fatigue life and design category”, International Journal of Advances in Engineering & Technology, 2013.
  • [6] Fettahoglu A., “A FEA Study Conforming Recommendations of DIN FB 103 Regarding Rib Dimensions and Cross-Beam Span”, International Journal of Civil Engineering Research, 2013.
  • [7] Deutsches Institut für Normung, “DIN FB 103: Stahlbrücken”, Beuth Press, Berlin, 2003.
  • [8] US Department Of Transportation Federal Highway Administration, “Report No: IF-12-027: Manual for Design, Construction, and Maintenance of Orthotropic Steel Deck Bridges”, 2012.
  • [9] Mangus, A.R. and Sun, S., “Bridge Engineering Handbook: Orthotropic Deck Bridges”, CRC Press, Boca Raton, 2000.
  • [10] Wolchuk, R., “Design Manual for Orthotropic Steel Plate Deck Bridges”, American Institute of Steel Construction, Chicago, 1963.
  • [11] Wolchuk, R., “Structural Engineering Handbook: Steel-plate-deck bridges and steel box girder bridges” 4th ed., McGraw Hill, New York, 1967.
  • [12] ANSYS, “User Manuals”, Swanson Analysis System, USA, 2010.
  • [13] Huurman et.al., “3D-FEM for the estimation of the behavior of asphaltic surfacing on orthotropic steel deck bridges”, 3rd International Symposium on 3D Finite Element for Pavement Analysis, Design & Research., Amsterdam, 2002.
  • [14] Fettahoglu A. and Bekiroglu S., “Effect of kinematic hardening in stress calculations”, Advanced in Civil Engineering, Ankara, Turkey, 2012.
  • [15] Fettahoglu A., “Effect of deck plate thickness on the structural behavior of steel orthotropic highway bridges”, Advanced in Civil Engineering, Ankara, Turkey, 2012.
Yıl 2014, Cilt: 32 Sayı: 1, 52 - 59, 01.03.2014

Öz

Kaynakça

  • [1] Jong, F.B.P. de “Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks”, Dissertation, Technical University Delft, 2007.
  • [2] Gimsing, N.J. and Georgakis, C.T., “Cable Stayed Bridges Concept and Design” 3rd ed., Wiley Press, United Kingdom, 2011.
  • [3] Fujino, Y. and Yoshida, Y., “Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge”, Journal of Structural Engineering, 1012-1025, 2002.
  • [4] Virlogeux, M. “The Viaduct over the River Tarn”, Conference Proceedings Steelbridge OTUA Paris, 145-164, 2004.
  • [5] Fettahoglu A., “Arranging thicknesses and spans of orthotropic deck for desired fatigue life and design category”, International Journal of Advances in Engineering & Technology, 2013.
  • [6] Fettahoglu A., “A FEA Study Conforming Recommendations of DIN FB 103 Regarding Rib Dimensions and Cross-Beam Span”, International Journal of Civil Engineering Research, 2013.
  • [7] Deutsches Institut für Normung, “DIN FB 103: Stahlbrücken”, Beuth Press, Berlin, 2003.
  • [8] US Department Of Transportation Federal Highway Administration, “Report No: IF-12-027: Manual for Design, Construction, and Maintenance of Orthotropic Steel Deck Bridges”, 2012.
  • [9] Mangus, A.R. and Sun, S., “Bridge Engineering Handbook: Orthotropic Deck Bridges”, CRC Press, Boca Raton, 2000.
  • [10] Wolchuk, R., “Design Manual for Orthotropic Steel Plate Deck Bridges”, American Institute of Steel Construction, Chicago, 1963.
  • [11] Wolchuk, R., “Structural Engineering Handbook: Steel-plate-deck bridges and steel box girder bridges” 4th ed., McGraw Hill, New York, 1967.
  • [12] ANSYS, “User Manuals”, Swanson Analysis System, USA, 2010.
  • [13] Huurman et.al., “3D-FEM for the estimation of the behavior of asphaltic surfacing on orthotropic steel deck bridges”, 3rd International Symposium on 3D Finite Element for Pavement Analysis, Design & Research., Amsterdam, 2002.
  • [14] Fettahoglu A. and Bekiroglu S., “Effect of kinematic hardening in stress calculations”, Advanced in Civil Engineering, Ankara, Turkey, 2012.
  • [15] Fettahoglu A., “Effect of deck plate thickness on the structural behavior of steel orthotropic highway bridges”, Advanced in Civil Engineering, Ankara, Turkey, 2012.
Toplam 15 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Articles
Yazarlar

Abdullah Fettahoğlu Bu kişi benim

Yayımlanma Tarihi 1 Mart 2014
Gönderilme Tarihi 13 Temmuz 2013
Yayımlandığı Sayı Yıl 2014 Cilt: 32 Sayı: 1

Kaynak Göster

Vancouver Fettahoğlu A. ASSESSMENT ON WEB SLOPE OF TRAPEZOIDAL RIB IN ORTHOTROPIC DECKS USING FEM. SIGMA. 2014;32(1):52-9.

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/