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Non-linear analysis of a FGM cantilever beam supported on a Winkler elastic foundation
Li, Qing-Lu; Shao, Qian-Hong
2014
会议名称2nd International Conference on Precision Mechanical Instruments and Measurement Technology, ICPMIMT 2014
会议录名称Applied Mechanics and Materials
卷号602-605
页码131-134
会议日期May 30, 2014 - May 31, 2014
会议地点Chongqing, China
出版者Trans Tech Publications Ltd
摘要In the present study, nonlinear bending problem of functionally graded material (FGM) cantilever beams resting on a Winkler elastic foundation under distributed load are discussed. Based on the large deformation theory and considering the axial extension of the beam, the equilibrium equations with geometric nonlinearity of FGM beams subjected to distributed load are established. In the analysis, it is assumed that the material properties of the beam vary continuously as a power function of the thickness. By using shooting method, the nonlinear boundary-value problem is numerically solved as well as the non-linear bending characteristic curves of the deformed beam versus the load are presented. The effects of material gradient property and foundation stiffness parameter on the bending deformation of the beam are discussed in detail. © (2014) Trans Tech Publications, Switzerland.
关键词Bending (deformation) Functionally graded materials Extensible beam Functionally graded material (FGM) Geometric non-linearity Large deformation theories Nonlinear boundary value problems Numerical solution Shooting methods Winkler elastic foundation
DOI10.4028/www.scientific.net/AMM.602-605.131
收录类别EI
语种英语
EI入藏号20143518112426
EI主题词Cantilever beams
ISSN16609336
来源库Compendex
分类代码408.2 Structural Members and Shapes - 415 Metals, Plastics, Wood and Other Structural Materials - 421 Strength of Building Materials; Mechanical Properties
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文献类型会议论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/117310
专题理学院
作者单位Department of Engineering Mechanics, Lanzhou university of technology, 730050, China
第一作者单位兰州理工大学
推荐引用方式
GB/T 7714
Li, Qing-Lu,Shao, Qian-Hong. Non-linear analysis of a FGM cantilever beam supported on a Winkler elastic foundation[C]:Trans Tech Publications Ltd,2014:131-134.
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