A Novel Method for Analysis of Curved Beams with Exact Geometry

SU Hai-dong, ZHOU Chao, XIE Zhi-qiang

Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (4) : 151-157.

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Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (4) : 151-157. DOI: 10.11988/ckyyb.20170321
NUMERICAL MANIFOLD METHOD BASED ON INDEPENDENT COVERS

A Novel Method for Analysis of Curved Beams with Exact Geometry

  • SU Hai-dong, ZHOU Chao, XIE Zhi-qiang
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Abstract

On the basis of straight beam analysis using Numerical Manifold Method (NMM) based on independentcovers proposed in previous study, a novel method for curved beam analysis is presented. In the mode of solid analysis, the fundamental assumptions of beams are simulated by only eliminating some terms of polynomial cover functions. And therefore the relative complexity of the derivation procedures for the governing equation and the corresponding numerical calculation formula of curved beam is avoided. By means of the local coordinate system varying with the middle plane of the beam described by parametric equations, and in subsequence by calculating the derivatives of the local coordinates and the direction cosines with respect to the global coordinates, curved beam analysis based on exact geometric description can be realized. Two examples are given to verify the feasibility of the method: one is a circular curved beam with constant curvature, and the other is an ellipse curved beam with variable curvature. The proposed method provides a new way for the analysis of curved beams and further study of curved shells. It is also a new approach for geometric shape preserving in addition to Isogeometric Analysis (IGA) method.

Key words

curved beam / exact geometry / Numerical Manifold Method (NMM) / independent covers / beam, plate and shell analysis

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SU Hai-dong, ZHOU Chao, XIE Zhi-qiang. A Novel Method for Analysis of Curved Beams with Exact Geometry[J]. Journal of Changjiang River Scientific Research Institute. 2018, 35(4): 151-157 https://doi.org/10.11988/ckyyb.20170321

References

[1] ZIENKIEWICZ O C, TAYLOR R L.有限元方法[M].5版.庄 茁,岑 松,译.北京: 清华大学出版社, 2006.
[2] 王勖成.有限单元法[M].北京:清华大学出版社,2003.
[3] 潘科琪,刘锦阳. 柔性曲梁多体系统的研究现状和展望[J]. 力学进展,2011,41(6):711-721.
[4] 赵跃宇,康厚军,冯 锐,等. 曲线梁研究进展[J]. 力学进展,2006,36(2):170-186.
[5] HUGHES T J R,COTTRELL J A,BAZILEVS Y. Isogeometric Analysis:CAD,Finite Elements,NURBS,Exact Geometry and Mesh Refinement[J]. Computer Methods in Applied Mechanics and Engineering,2005,194(39/40/41): 4135-4195.
[6] 李新康. 层合结构等几何分析研究[D]. 杭州:浙江大学,2015.
[7] 苏海东,颉志强. 梁的独立覆盖分析方法[J]. 长江科学院院报, 2018,35(4):143-150.
[8] SHI G H. Manifold Method of Material Analysis[C]∥U.S. Army Research Office. Transactions of the Ninth Army Conference on Applied Mathematics and Computing. Minneapolis, Minnesota, U.S.A, June 18-21,1991: 51-76.
[9] BABUSKA I, MELENK J M. The Partition of Unity Method[J]. International Journal for Numerical Methods in Engineering, 1997, 40:727-758.
[10]祁勇峰, 苏海东, 崔建华.部分重叠覆盖的数值流形方法初步研究[J].长江科学院院报, 2013,30(1):65-70.
[11]SU Hai-dong, QI Yong-feng, GONG Ya-qi, et al. Preliminary Research of Numerical Manifold Method Based on Partly Overlapping Rectangular Covers[C]∥DDA Commission of International Society for Rock Mechanics. Proceedings of the 11th International Conference on Analysis of Discontinuous Deformation (ICADD11), Fukuoka, Japan, August 27-29, 2013, London: Taylor & Francis Group, 2013: 341-347.
[12]苏海东, 祁勇峰, 龚亚琦,等. 任意形状覆盖的数值流形方法初步研究[J]. 长江科学院院报, 2013, 30(12): 91-96.
[13]苏海东,颉志强,龚亚琦,等.基于独立覆盖的流形法收敛性及覆盖网格特性[J]. 长江科学院院报,2016,33(2):131-136.
[14]王敏中,王 炜,武际可.弹性力学教程(修订版)[M].北京:北京大学出版社,2011.
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