Limit State of Materials and Structures (Record no. 52117)

000 -LEADER
fixed length control field 03801nam a22005535i 4500
001 - CONTROL NUMBER
control field 978-94-007-5425-6
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20200420220225.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 121026s2013 ne | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9789400754256
-- 978-94-007-5425-6
082 04 - CLASSIFICATION NUMBER
Call Number 620.1
245 10 - TITLE STATEMENT
Title Limit State of Materials and Structures
Sub Title Direct Methods 2 /
300 ## - PHYSICAL DESCRIPTION
Number of Pages VIII, 220 p.
505 0# - FORMATTED CONTENTS NOTE
Remark 2 The Ratchet Limit -A Coupled Dual Minimisation Problem -- Decomposition methods and strain driven algorithms for limit and shakedown -- Shakedown and optimization analysis of periodic composites -- An upper bound algorithm for limit and shakedown analysis of bounded linearly kinematic hardening structures -- An edge-based smoothed finite element method for primal dual shakedown analysis of structures under uncertainties -- Interior-point method for lower bound shakedown analysis of von Mises-type materials -- Numerical analysis of nonholonomic elastoplastic frames by mathematical programming.-  Inelastic behavior of a two-bar system with temperature-dependent elastic modulus under cyclic thermomechanical loadings.-  A multiphase model for assessing the overall yield strength of soils reinforced by linear inclusions.-  Limit analysis of a soil reinforced by micropile group: a decomposition approach.- An extension of Gurson model to ductile nanoporous media.
520 ## - SUMMARY, ETC.
Summary, etc To determine the carrying capacity of a structure or a structural element susceptible to operate beyond the elastic limit is an important task in many situations of both mechanical and civil engineering. The so-called "direct methods" play an increasing role due to the fact that they allow rapid access to the request information in mathematically constructive manners. They embrace Limit Analysis, the most developed approach now widely used, and Shakedown Analysis, a powerful extension to the variable repeated loads potentially more economical than step-by-step inelastic analysis. This book is the outcome of a workshop held at the University of Sciences and Technology of Lille. The individual contributions stem from the areas of new numerical developments rendering these methods more attractive for industrial design, extension of the general methodology to new horizons, probabilistic approaches and concrete technological applications.
700 1# - AUTHOR 2
Author 2 Saxc�e, G�ery de.
700 1# - AUTHOR 2
Author 2 Oueslati, Abdelbacet.
700 1# - AUTHOR 2
Author 2 Charkaluk, Eric.
700 1# - AUTHOR 2
Author 2 Tritsch, Jean-Bernard.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-94-007-5425-6
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Dordrecht :
-- Springer Netherlands :
-- Imprint: Springer,
-- 2013.
336 ## -
-- text
-- txt
-- rdacontent
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-- computer
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-- rdamedia
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-- online resource
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-- text file
-- PDF
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650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Computational intelligence.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Continuum mechanics.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering design.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Civil engineering.
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
-- Engineering Design.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Civil Engineering.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Computational Intelligence.
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-- ZDB-2-ENG

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