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Static and Dynamic Buckling of Thin-Walled Plate Structures (Record no. 11029)

000 -LEADER
fixed length control field 02615nam a22003975i 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20140310143341.0
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field cr nn 008mamaa
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 130703s2013 gw | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9783319006543
978-3-319-00654-3
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 620.1
Edition number 23
264 #1 -
-- Heidelberg :
-- Springer International Publishing :
-- Imprint: Springer,
-- 2013.
912 ## -
-- ZDB-2-ENG
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Kubiak, Tomasz.
Relator term author.
245 10 - IMMEDIATE SOURCE OF ACQUISITION NOTE
Title Static and Dynamic Buckling of Thin-Walled Plate Structures
Medium [electronic resource] /
Statement of responsibility, etc by Tomasz Kubiak.
300 ## - PHYSICAL DESCRIPTION
Extent VI, 188 p. 142 illus., 99 illus. in color.
Other physical details online resource.
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note Introduction -- Theory Of Thin Plates For Laminates -- Analytical – Numerical Method -- Dynamic Buckling -- Thin Plates -- Thin-Walled Columns -- Girders Subjected To Pure Bending -- Thin-Walled Girders Subjected To Torsion -- Thin-Walled Girders Subjected To Combined Load.
520 ## - SUMMARY, ETC.
Summary, etc This monograph deals with buckling and postbuckling behavior of thin plates and thin-walled structures with flat wall subjected to static and dynamic load. The investigations are carried out in elastic range. The basic assumption here is the  thin plate theory. This method is used to determination the buckling load and postbuckling analysis of thin-walled structures subjected to static and dynamic load. The book introduces two methods for static and dynamic buckling investigation which allow for a wider understanding of the phenomenon. Two different methods also can allow uncoupling of the phenomena occurring at the same time and attempt to estimate their impact on the final result. A general mathematical model, adopted in proposed analytical-numerical method, enables the consideration of all types of stability loss i.e.local, global and interactive forms of buckling. The applied numerical-numerical method includes adjacent of walls, shear-lag phenomenon and a deplanation of cross-sections.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Computer science.
Topical term or geographic name as entry element Materials.
Topical term or geographic name as entry element Engineering.
Topical term or geographic name as entry element Continuum Mechanics and Mechanics of Materials.
Topical term or geographic name as entry element Computational Science and Engineering.
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element SpringerLink (Online service)
773 0# - HOST ITEM ENTRY
Title Springer eBooks
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Display text Printed edition:
International Standard Book Number 9783319006536
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-3-319-00654-3
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Item type E-Book
Copies
Price effective from Permanent location Date last seen Not for loan Date acquired Source of classification or shelving scheme Koha item type Damaged status Lost status Withdrawn status Current location Full call number
2014-03-31AUM Main Library2014-03-31 2014-03-31 E-Book   AUM Main Library620.1

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