The Bending Theory of Fully Nonlinear Beams (Record no. 76808)

000 -LEADER
fixed length control field 03574nam a22005415i 4500
001 - CONTROL NUMBER
control field 978-3-030-14676-4
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220801214834.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 190313s2019 sz | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783030146764
-- 978-3-030-14676-4
082 04 - CLASSIFICATION NUMBER
Call Number 620.1
100 1# - AUTHOR NAME
Author Tarantino, Angelo Marcello.
245 14 - TITLE STATEMENT
Title The Bending Theory of Fully Nonlinear Beams
250 ## - EDITION STATEMENT
Edition statement 1st ed. 2019.
300 ## - PHYSICAL DESCRIPTION
Number of Pages IX, 87 p. 60 illus., 45 illus. in color.
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Theoretical analysis -- Numerical and experimental analyses -- Generalization to variable bending moment.
520 ## - SUMMARY, ETC.
Summary, etc This book presents the bending theory of hyperelastic beams in the context of finite elasticity. The main difficulties in addressing this issue are due to its fully nonlinear framework, which makes no assumptions regarding the size of the deformation and displacement fields. Despite the complexity of its mathematical formulation, the inflexion problem of nonlinear beams is frequently used in practice, and has numerous applications in the industrial, mechanical and civil sectors. Adopting a semi-inverse approach, the book formulates a three-dimensional kinematic model in which the longitudinal bending is accompanied by the transversal deformation of cross-sections. The results provided by the theoretical model are subsequently compared with those of numerical and experimental analyses. The numerical analysis is based on the finite element method (FEM), whereas a test equipment prototype was designed and fabricated for the experimental analysis. The experimental data was acquired using digital image correlation (DIC) instrumentation. These two further analyses serve to confirm the hypotheses underlying the theoretical model. In the book’s closing section, the analysis is generalized to the case of variable bending moment. The governing equations then take the form of a coupled system of three equations in integral form, which can be applied to a very wide class of equilibrium problems for nonlinear beams.
700 1# - AUTHOR 2
Author 2 Lanzoni, Luca.
700 1# - AUTHOR 2
Author 2 Falope, Federico Oyedeji.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://doi.org/10.1007/978-3-030-14676-4
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Cham :
-- Springer International Publishing :
-- Imprint: Springer,
-- 2019.
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-- text
-- txt
-- rdacontent
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-- computer
-- c
-- rdamedia
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-- online resource
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-- rdacarrier
347 ## -
-- text file
-- PDF
-- rda
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Mechanics, Applied.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering mathematics.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Numerical analysis.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering Mechanics.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering Mathematics.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Numerical Analysis.
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-- ZDB-2-ENG
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-- ZDB-2-SXE

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