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Titlebook: MATLAB Codes for Finite Element Analysis; Solids and Structure Antonio J. M. Ferreira,Nicholas Fantuzzi Textbook 2020Latest edition The Edi

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發(fā)表于 2025-3-21 16:29:49 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱MATLAB Codes for Finite Element Analysis
副標題Solids and Structure
編輯Antonio J. M. Ferreira,Nicholas Fantuzzi
視頻videohttp://file.papertrans.cn/621/620042/620042.mp4
概述Updated version showing physiological changes into MATLAB programming and tools.Presents finite element programming with the help of MATLAB easy implementation style.Exhibits finite element programmin
叢書名稱Solid Mechanics and Its Applications
圖書封面Titlebook: MATLAB Codes for Finite Element Analysis; Solids and Structure Antonio J. M. Ferreira,Nicholas Fantuzzi Textbook 2020Latest edition The Edi
描述This book illustrates how MATLAB compact and powerful programming framework can be very useful in the finite element analysis of solids and structures. The book shortly introduces finite element concepts and an extensive list of MATLAB codes for readers to use and modify. The book areas range from very simple springs and bars to more complex beams and plates in static bending, free vibrations, buckling and time transient problems. Moreover, laminated and functionally graded material structures are introduced and solved.
出版日期Textbook 2020Latest edition
關鍵詞Buckling; Finite Element Analysis; MATLAB; Solids; Structures; Vibrations; Programming; Vibration
版次2
doihttps://doi.org/10.1007/978-3-030-47952-7
isbn_softcover978-3-030-47954-1
isbn_ebook978-3-030-47952-7Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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沙發(fā)
發(fā)表于 2025-3-22 00:13:20 | 只看該作者
Bars or Trusses,are connections that do not constrain rotations. Trusses are modeled as discrete elements (or springs) because only axial force (traction or compression) and elongation is evaluated. In the present chapter, an isoparametric finite element formulation is considered for the bar/truss problem.
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發(fā)表于 2025-3-22 01:22:14 | 只看該作者
地板
發(fā)表于 2025-3-22 06:34:58 | 只看該作者
Bernoulli Beams,nly degree of freedom of the model and the in-plane rotation si given by the derivative of the transverse deflection with respect to the beam axis. In this chapter we perform the static, vibration and buckling analysis of Bernoulli beams in bending configuration. Results will be compared to analytic
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發(fā)表于 2025-3-22 09:56:39 | 只看該作者
Bernoulli 2D Frames,ous Bernoulli beam in local coordinates. The stiffness and mass matrices are given by transformation of the same matrices in local coordinates by a matrix of rotation which is a function of the beam slope with respect to the horizontal axis.
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發(fā)表于 2025-3-23 03:49:47 | 只看該作者
Kirchhoff Plates,mite shape functions. Note that Hermite shape functions other than more common Lagrange functions, that consider nodal parameters only, use more kinematic parameters than the ones representing the displacement field of the mathematical differential problem that is currently in use.
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發(fā)表于 2025-3-23 09:21:02 | 只看該作者
Laminated Plates,uce a computation of the shear correction factor and solve some examples with MATLAB codes. The main difference between the present chapter and the previous one related to Mindlin plates is that due to lamination there might be a coupling between membrane and bending behaviors.
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