Differential transformation method for buckling behaviour of a nonlinear beam

Chieh-Li Chen, Wei Zu Yeh, Ming Jyi Jang

研究成果: Conference contribution

摘要

In this paper, the differential transformation method with a systematic procedure is applied to solve nonlinear two-point boundary value problems in solid mechanics. Two types of nonlinear boundary value problem are considered in this study, i.e., the deflective of a tip-loaded nonlinear cantilever beam, and the nonlinear buckling of a simply supported beam without and with imperfection. The results show that the solutions solved by differential transformation in comparison with exact solutions can enhance the computational efficiency and accuracy for different cases studied in solid mechanics.

原文English
主出版物標題Proceedings of the IASTED International Conference on Applied Simulation and Modelling
編輯M.H. Hamza
頁面232-237
頁數6
出版狀態Published - 2004 十二月 1
事件Proceedings of the IASTED International Conference on Applied Simulation and Modelling - Rhodes, Greece
持續時間: 2004 六月 282004 六月 30

出版系列

名字Proceedings of the IASTED International Conference on Applied Simulation and Modelling

Other

OtherProceedings of the IASTED International Conference on Applied Simulation and Modelling
國家Greece
城市Rhodes
期間04-06-2804-06-30

All Science Journal Classification (ASJC) codes

  • Engineering(all)

指紋 深入研究「Differential transformation method for buckling behaviour of a nonlinear beam」主題。共同形成了獨特的指紋。

  • 引用此

    Chen, C-L., Yeh, W. Z., & Jang, M. J. (2004). Differential transformation method for buckling behaviour of a nonlinear beam. 於 M. H. Hamza (編輯), Proceedings of the IASTED International Conference on Applied Simulation and Modelling (頁 232-237). [443-029] (Proceedings of the IASTED International Conference on Applied Simulation and Modelling).