Nonlinear Finite Element Method Ultimate Strength Analysis of Open Box Girders

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Abstract:

In this paper, the ultimate strength of open box girders with pure torque, bending moment and combined loads are investigated using a commercial FEA program, ABAQUS. It studies the ultimate strength bending moment of Nishihara open box girders model. This paper mainly analyzes the influence of the ultimate bending moment on the open box girders by the finite element mesh, bounding conditions of the open box girders and the initial deflection.

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Periodical:

Advanced Materials Research (Volumes 919-921)

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177-182

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Seiichiro Nishihara, The Society of naval architects of Jipan, (1983).

Google Scholar

[2] Owen F. Hughes and Jeom Kee Paik, Ship Structural Analysis And Design, Society of Naval architects and marine engineer, (2010).

Google Scholar

[3] Shi Gui-jie, Wang De-yun*. Ocean Engineering, (2012).

Google Scholar

[4] Liu Bin, Wu Weiguo. Journal of Wuhan University of Technology Transportation Science, (2013).

Google Scholar

[5] Jeom Kee Paik, Bong Ju Kim, Jung Kwan Seo. Part II stiffened panels, Ocean Engineering 35 (2008) 271–280, (2007).

Google Scholar

[6] Jeom Kee Paik, Kim, B.J., Seo, J.K., 2007b. Part III hull girders, Ocean Engineering, (2007).

Google Scholar

[7] Jeom Kee Paik, , Jung Kwan Seo. Part II: Stiffened panels, Thin-Walled Structures, (2009).

Google Scholar

[8] Jeom Kee Paik, , Jung Kwan Seo. Part I: Plate elements, Thin-Walled Structures, (2008).

Google Scholar

[9] Abaqus Analysis User's Manual-V6.

Google Scholar