Rhodes, J. and Nash, D.H. (1998) An investigation of web crushing behaviour in thin-walled beams. Thin-Walled Structures, 32 (1-3). pp. 207-230. ISSN 0263-8231Full text not available in this repository. Request a copy from the Strathclyde author
In this paper, a theoretical model is developed for the stability analysis of composite thin-walled beams with open or closed cross-sections. The present model incorporates, in a full form, the shear flexibility (bending and non-uniform warping), featured in a consistent way by means of a linearized formulation based on the Reissner's Variational Principle. The model is developed using a non-linear displacement field, whose rotations are based on the rule of semi-tangential transformation. This model allows to study the buckling and lateral stability of composite thin-walled beam with general cross-section. A finite element with two-nodes and fourteen-degrees-of-freedom is developed to solve the governing equations. Numerical examples are given to show the importance of the shear flexibility on the stability behavior of this type of structures.
|Keywords:||webs, crushing, failure, local buckling, thin-walled, beams, finite strip, finite element, design, specifications, flanges, Mechanical engineering and machinery, Building and Construction, Civil and Structural Engineering, Mechanical Engineering|
|Subjects:||Technology > Mechanical engineering and machinery|
|Department:||Faculty of Engineering > Mechanical and Aerospace Engineering|
|Depositing user:||Strathprints Administrator|
|Date Deposited:||27 Apr 2010 12:30|
|Last modified:||14 Apr 2017 04:42|