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Finite elements for truss and frame ...
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Ochsner, Andreas.
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Finite elements for truss and frame structures = an introduction based on the computer algebra system maxima /
Record Type:
Electronic resources : Monograph/item
Title/Author:
Finite elements for truss and frame structures/ by Andreas Ochsner, Resam Makvandi.
Reminder of title:
an introduction based on the computer algebra system maxima /
Author:
Ochsner, Andreas.
other author:
Makvandi, Resam.
Published:
Cham :Springer International Publishing : : 2019.,
Description:
xiv, 119 p. :ill. (some col.), digital ;24 cm.
[NT 15003449]:
Introduction -- Maxima - A Computer Algebra System -- Rods and Trusses -- Euler-Bernoulli Beams and Frames -- Timoshenko Beams and Frames -- Maxima Source Codes.
Contained By:
Springer eBooks
Subject:
Finite element method - Data processing. -
Online resource:
http://dx.doi.org/10.1007/978-3-319-94941-3
ISBN:
9783319949413
Finite elements for truss and frame structures = an introduction based on the computer algebra system maxima /
Ochsner, Andreas.
Finite elements for truss and frame structures
an introduction based on the computer algebra system maxima /[electronic resource] :by Andreas Ochsner, Resam Makvandi. - Cham :Springer International Publishing :2019. - xiv, 119 p. :ill. (some col.), digital ;24 cm. - SpringerBriefs in applied sciences and technology,2191-530X. - SpringerBriefs in applied sciences and technology..
Introduction -- Maxima - A Computer Algebra System -- Rods and Trusses -- Euler-Bernoulli Beams and Frames -- Timoshenko Beams and Frames -- Maxima Source Codes.
This book is intended as an essential study aid for the finite element method. Based on the free computer algebra system Maxima, the authors offer routines for symbolically or numerically solving problems in the context of plane truss and frame structures, allowing readers to check classical 'hand calculations' on the one hand and to understand the computer implementation of the method on the other. The mechanical theories focus on the classical one-dimensional structural elements, i.e. bars, Euler-Bernoulli and Timoshenko beams, and their combination to generalized beam elements. Focusing on one-dimensional elements reduces the complexity of the mathematical framework, and the resulting matrix equations can be displayed with all components and not merely in the form of a symbolic representation. In addition, the use of a computer algebra system and the incorporated functions, e.g. for equation solving, allows readers to focus more on the methodology of the finite element method and not on standard procedures.
ISBN: 9783319949413
Standard No.: 10.1007/978-3-319-94941-3doiSubjects--Topical Terms:
604969
Finite element method
--Data processing.
LC Class. No.: TA347.F5
Dewey Class. No.: 518.25
Finite elements for truss and frame structures = an introduction based on the computer algebra system maxima /
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ill. (some col.), digital ;
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Introduction -- Maxima - A Computer Algebra System -- Rods and Trusses -- Euler-Bernoulli Beams and Frames -- Timoshenko Beams and Frames -- Maxima Source Codes.
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This book is intended as an essential study aid for the finite element method. Based on the free computer algebra system Maxima, the authors offer routines for symbolically or numerically solving problems in the context of plane truss and frame structures, allowing readers to check classical 'hand calculations' on the one hand and to understand the computer implementation of the method on the other. The mechanical theories focus on the classical one-dimensional structural elements, i.e. bars, Euler-Bernoulli and Timoshenko beams, and their combination to generalized beam elements. Focusing on one-dimensional elements reduces the complexity of the mathematical framework, and the resulting matrix equations can be displayed with all components and not merely in the form of a symbolic representation. In addition, the use of a computer algebra system and the incorporated functions, e.g. for equation solving, allows readers to focus more on the methodology of the finite element method and not on standard procedures.
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