Strength and Stability Analysis of Horizontally Curved I-Girder
Keywords:
Curved I-girder, steel girder, strength, stability, finite element analysisAbstract
Horizontally curved girders are used in the construction of highway bridges and interchange facilities. The use of curved girders in curved bridges results in longer spans and fewer piers. Due to its curvature, the behavior of curved I-girder is different from that of straight I-girder. The curvature creates a geometrically unstable situation and it introduces torsional effects in addition to the vertical bending effects. This paper presents the analysis of strength and stability of horizontally curved steel I-girder by the Finite Element Method (FEM). The straight and curved I-girders have been analysed in the finite element analysis software and a comparison is made between the structural behaviors of those girders.References
M. D. Simpson, “Analytical investigation of curved steel I-girder behaviourâ€, Ph D thesis, University of Toronto, 2000.
C. J. Chang and D. W. White, “An assessment of modeling strategies for composite curved steel I-girder bridgesâ€, Journal of Engineering Structures, vol. 30, 2008, pp. 2991-3002.
N. E. Shanmugam, V. Thevendran, J. Y. R. Liew and L. O. Tan, “Experimental study on steel beams curved in planâ€, Journal of Structural Engineering, vol. 121, No.2;, 1995, pp. 249-259.
J. C. Stith, “Predicting the behavior of horizontally curved I-girders during constructionâ€, Ph. D thesis, The University of Texas at Austin, 2010.
B. D. Chavel, “Construction and detailing methods of horizontally curved steel I-girder bridgesâ€, Ph. D thesis, University of Pittsburgh, 2008.
W. F. Chen and L. Duan, Bridge Engineering Handbook, CRC Press, Washington DC, 2000.
AASHTO/NSBA Steel Bridge Collaboration publication. Guidelines for steel girder bridge analysis, 1st ed., Washington, D.C, 2011.
N. W. Murray, Introduction to the theory of thin walled structures, Clarendon Press, OXFORD, 1984.
NCHRP Synthesis 424. “Improved Design Specifications for Horizontally Curved Steel Girder Highway Bridgesâ€, Transportation Research Board of the National Academies, Washington, D.C, 1999.
S. K. Jung and D. W. White, “Shear strength of horizontally curved steel I-girders - finite element analysis studiesâ€, vol. 62. Journal of Constructional Steel Research, 2005, pp. 329-342.
ANSYS 12.1 Documentation preview, Theory of reference and element library.
N. K. Raju and D. R. Gururaja. Advanced Mechanics of Solids and Structures, Narosa Publishing House, New Delhi, 1997, pp. 102-110.
V. N. Vazirani, M. M. Ratwani and S. K. Duggal, Analysis of Structures: Analysis, Design and Details of Structures, vol. 1. Khanna Publishers, Delhi, 2002, pp. 280-330, 1310.
Downloads
Issue
Section
License
- Papers must be submitted on the understanding that they have not been published elsewhere (except in the form of an abstract or as part of a published lecture, review, or thesis) and are not currently under consideration by another journal published by any other publisher.
- It is also the authors responsibility to ensure that the articles emanating from a particular source are submitted with the necessary approval.
- The authors warrant that the paper is original and that he/she is the author of the paper, except for material that is clearly identified as to its original source, with permission notices from the copyright owners where required.
- The authors ensure that all the references carefully and they are accurate in the text as well as in the list of references (and vice versa).
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Attribution-NonCommercial 4.0 International that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
- The journal/publisher is not responsible for subsequent uses of the work. It is the author's responsibility to bring an infringement action if so desired by the author.