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A first course in the finite element method / (Record no. 382629)

MARC details
000 -LEADER
fixed length control field 02163nam a22002177a 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20190704112735.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 190704b ||||| |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9789812431141
040 ## - CATALOGING SOURCE
Original cataloging agency Acharya Institutes
041 ## - LANGUAGE CODE
Language code of text/sound track or separate title eng
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number 23
Classification number 620.00151535
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Logan, Daryl L
245 1# - TITLE STATEMENT
Title A first course in the finite element method /
Statement of responsibility, etc Daryl L. Logan
250 ## - EDITION STATEMENT
Edition statement 3rd ed.
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc Bangalore :
Name of publisher, distributor, etc Thomson Learning,
Date of publication, distribution, etc 2002.
300 ## - PHYSICAL DESCRIPTION
Extent xvi, 696 pages :
Other physical details illustrations ;
Dimensions 25 cm
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note Brief History --<br/>Introduction to Matrix Notation --<br/>Role of the Computer --<br/>General Steps of the Finite Element Method --<br/>Applications of the Finite Element Method --<br/>Advantages of the Finite Element Method --<br/>Computer Programs for the Finite Element Method --<br/>Definition of the Stiffness Matrix --<br/>Derivation of the Stiffness Matrix for a Spring Element --<br/>Example of a Spring Assemblage --<br/>Assembling the Total Stiffness Matrix by Superposition (Direct Stiffness Method) --<br/>Boundary Conditions --<br/>Potential Energy Approach to Derive Spring Element Equations --<br/>Development of Truss Equations --<br/>Derivation of the Stiffness Matrix for a Bar Element in Local Coordinates --<br/>Selecting Approximation Functions for Displacements --<br/>Transformation of Vectors in Two Dimensions --<br/>Global Stiffness Matrix --<br/>Computation of Stress for a Bar in the x-y Plane --<br/>Solution of a Plane Truss --<br/>Transformation Matrix and Stiffness Matrix for a Bar in Three-Dimensional Space --<br/>Use of Symmetry in Structure --<br/>Inclined, or Skewed, Supports --<br/>Potential Energy Approach to Derive Bar Element Equations --<br/>Comparison of Finite Element Solution to Exact Solution for Bar --<br/>Galerkin's Residual Method and Its Application to a One-Dimensional Bar --<br/>Development of Beam Equations --<br/>Beam Stiffness --<br/>Example of Assemblage of Beam Stiffness Matrices --<br/>Examples of Beam Analysis Using the Direct Stiffness Method --<br/>Distributed Loading --<br/>Comparison of the Finite Element Solution to the Exact Solution for a Beam --<br/>Beam Element with Nodal Hinge.
653 ## - INDEX TERM--UNCONTROLLED
Uncontrolled term Finite element method.
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Koha normalized classification for sorting Not for loan Collection code Home library Current library Date acquired Total Checkouts Full call number Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification   620_001515350000000   AIT-ME Acharya Institute of Technology Acharya Institute of Technology 04/07/2019   620.00151535 DB883 04/07/2019 04/07/2019 AIT-Donated Books
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