Nonlinear Mechanics of Thin-Walled Structures (Record no. 53172)

000 -LEADER
fixed length control field 03536nam a22005175i 4500
001 - CONTROL NUMBER
control field 978-3-7091-1777-4
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20200420221301.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140123s2014 au | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783709117774
-- 978-3-7091-1777-4
082 04 - CLASSIFICATION NUMBER
Call Number 620.1
100 1# - AUTHOR NAME
Author Vetyukov, Yury.
245 10 - TITLE STATEMENT
Title Nonlinear Mechanics of Thin-Walled Structures
Sub Title Asymptotics, Direct Approach and Numerical Analysis /
300 ## - PHYSICAL DESCRIPTION
Number of Pages X, 272 p. 474 illus., 17 illus. in color.
490 1# - SERIES STATEMENT
Series statement Foundations of Engineering Mechanics,
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Plane Bending of a Curved Rod -- Mechanics of Rods in Space.-Mechanics of Thin Elastic Shells -- Mechanics of Thin-Walled Rods of Open Profile -- Short Introduction toWolfram's Mathematica.
520 ## - SUMMARY, ETC.
Summary, etc This book presents a hybrid approach to the mechanics of thin bodies. Classical theories of rods, plates and shells with constrained shear are based on asymptotic splitting of the equations and boundary conditions of three-dimensional elasticity. The asymptotic solutions become accurate as the thickness decreases, and the three-dimensional fields of stresses and displacements can be determined. The analysis includes practically important effects of electromechanical coupling and material inhomogeneity. The extension to the geometrically nonlinear range uses the direct approach based on the principle of virtual work. Vibrations and buckling of pre-stressed structures are studied with the help of linearized incremental formulations, and direct tensor calculus rounds out the list of analytical techniques used throughout the book. A novel theory of thin-walled rods of open profile is subsequently developed from the models of rods and shells, and traditionally applied equations are proven to be asymptotically exact. The influence of pre-stresses on the torsional stiffness is shown to be crucial for buckling analysis. Novel finite element schemes for classical rod and shell structures are presented with a comprehensive discussion regarding the theoretical basis, computational aspects and implementation details. Analytical conclusions and closed-form solutions of particular problems are validated against numerical results. The majority of the simulations were performed in the Wolfram Mathematica environment, and the compact source code is provided as a substantial and integral part of the book.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-3-7091-1777-4
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Vienna :
-- Springer Vienna :
-- Imprint: Springer,
-- 2014.
336 ## -
-- text
-- txt
-- rdacontent
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-- computer
-- c
-- rdamedia
338 ## -
-- online resource
-- cr
-- rdacarrier
347 ## -
-- text file
-- PDF
-- rda
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Continuum mechanics.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Structural mechanics.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Mechatronics.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Continuum Mechanics and Mechanics of Materials.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Structural Mechanics.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Mechatronics.
830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE
-- 1612-1384
912 ## -
-- ZDB-2-ENG

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