Modeling the warping displacements for discontinuously varying arbitrary cross-section beams

Cited 24 time in webofscience Cited 23 time in scopus
  • Hit : 270
  • Download : 0
In this paper, we propose a new and efficient warping displacement model to ensure the continuity of warping in beams with discontinuously varying arbitrary cross-sections. We briefly review the formulation of the continuum mechanics based beam finite elements allowing warping displacements. We then propose three basis warping functions: one free warping function and two interface warping functions. The entire warping displacement field is constructed by a combination of the three basis warping functions with warping degrees of freedom (DOFs). We also propose a new method to simultaneously calculate the free warping function and the corresponding twisting center. Based on this method, the interface warping functions and the twisting centers at the interface cross-sections are obtained by solving a set of coupled equations at the interface of two different cross-sections. Several beam problems with discontinuously varying cross-sections are numerically solved. The effectiveness of the proposed model is demonstrated by comparing the numerical results with those obtained by refined solid and shell finite element models.
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Issue Date
2014-01
Language
English
Article Type
Article
Keywords

THIN-WALLED-BEAMS; LARGE-DEFORMATION ANALYSIS; FINITE-ELEMENT; SHEAR DEFORMATION; TORSION; FORMULATION

Citation

COMPUTERS & STRUCTURES, v.131, pp.56 - 69

ISSN
0045-7949
DOI
10.1016/j.compstruc.2013.10.013
URI
http://hdl.handle.net/10203/189235
Appears in Collection
ME-Journal Papers(저널논문)
Files in This Item
This item is cited by other documents in WoS
⊙ Detail Information in WoSⓡ Click to see webofscience_button
⊙ Cited 24 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0