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
โฆ LIBER โฆ
Spline finite member element method for buckling of thin-walled members with any cross sections in pure bending
โ Scribed by Quanfeng Wang; W.Y. Li
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 927 KB
- Volume
- 136
- Category
- Article
- ISSN
- 0045-7825
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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