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MATLAB Codes for Finite Element Analysis [electronic resource] : Solids and Structures / by A. J. M. Ferreira.

By: Contributor(s): Material type: TextTextSeries: Solid Mechanics and its Applications ; 157Publisher: Dordrecht : Springer Netherlands, 2009Description: IX, 235 p. online resourceContent type:
  • text
Media type:
  • computer
Carrier type:
  • online resource
ISBN:
  • 9781402092008
Subject(s): Additional physical formats: Printed edition:: No titleDDC classification:
  • 519 23
LOC classification:
  • TA329-348
  • TA640-643
Online resources:
Contents:
Short introduction to MATLAB -- Discrete systems -- Analysis of bars -- Analysis of 2D trusses -- Trusses in 3D space -- Bernoulli beams -- 2D frames -- Analysis of 3D frames -- Analysis of grids -- Analysis of Timoshenko beams -- Plane stress -- Analysis of Mindlin plates -- Laminated plates.
In: Springer eBooksSummary: 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 and buckling problems.
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Item type Current library Call number Status Date due Barcode
E-Book E-Book Central Library Available E-38783

Short introduction to MATLAB -- Discrete systems -- Analysis of bars -- Analysis of 2D trusses -- Trusses in 3D space -- Bernoulli beams -- 2D frames -- Analysis of 3D frames -- Analysis of grids -- Analysis of Timoshenko beams -- Plane stress -- Analysis of Mindlin plates -- Laminated plates.

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 and buckling problems.

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