Lateral buckling of thin-walled members with shear lag using spline finite member element method
โ Scribed by Quanfeng Wang; W.Y. Li
- Book ID
- 104269185
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 235 KB
- Volume
- 75
- Category
- Article
- ISSN
- 0045-7949
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โฆ Synopsis
Based on the displacement variational principle, a general method, called the spline ยฎnite member element method, is developed for lateral buckling analysis of thin-walled members. A transformed B 3 -spline function presented in the paper is used to simulate the longitudinal warping displacement ยฎeld along the cross section of the thin-walled member. The analysis takes into account the eect of shearing strains of the middle surface of walls on the buckling, which reยฏects the shear lag phenomenon. Compared with the results from classical theory and other methods, the numerical results proposed in the paper demonstrate the versatility, accuracy and eciency of the proposed method. The fast convergency, shown in numerical examples, predicts the reliability of the results.
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 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
The purpose of this paper is to develop a simple and approximate method with sufficient accuracy for predicting the effect of shearing strains in the middle surface of the walls, which reflect the shear lag phenomenon, on the lateral buckling of thin-walled open member. An energy equation for the la
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