A previously presented model is extended to cover the dynamics of thin-walled members with open and/or closed cross-section, making use of Hamilton's principle. Based on the displacement variational principle, a discrete method, called the ยฎnite member element method, is developed for vibration anal
Effect of shear lag on buckling of thin-walled members with any cross-section
โ Scribed by Wang, Quanfeng
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 120 KB
- Volume
- 15
- Category
- Article
- ISSN
- 1069-8299
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โฆ Synopsis
The purpose of this paper is to develop a general method, called the spline ยฎnite member element method, for predicting the eect of shearing strains in the middle surface of the walls on the buckling of thin-walled members with any cross-section because the classical theory of thin-walled members is based on the assumption of no shearing strains and is unable to reยฏect the shear lag phenomenon. A governing energy equation for the buckling has been derived in which the eects of torsion, warping of the member and, especially, the shearing strains in the middle surface of the wall are taken into account. The accuracy of the method is tested based on some available closed-form solutions.
๐ SIMILAR VOLUMES
In this paper, the outlined model is extended to cover the dynamics of thin-walled members with open or closed cross-section, making use of Hamilton's principle. Based on the displacement variational principle, a systematic method, called the spline finite member element method, is developed for vib
A so-called exact static stiffness matrix for a uniform beam element with open thin-walled cross-section carrying an axial compressive load is derived. This stiffness matrix is useful in an accurate calculation of bifurcation loads and corresponding buckling modes of space frames built up of such be