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Foundations of Classical Laminate Theory
~
Öchsner, Andreas.
Foundations of Classical Laminate Theory
Record Type:
Language materials, printed : Monograph/item
Title/Author:
Foundations of Classical Laminate Theory/ by Andreas Öchsner.
Author:
Öchsner, Andreas.
Description:
XI, 122 p. 57 illus., 26 illus. in color.online resource. :
Contained By:
Springer Nature eBook
Subject:
Structural materials. -
Online resource:
https://doi.org/10.1007/978-3-030-82631-4
ISBN:
9783030826314
Foundations of Classical Laminate Theory
Öchsner, Andreas.
Foundations of Classical Laminate Theory
[electronic resource] /by Andreas Öchsner. - 1st ed. 2021. - XI, 122 p. 57 illus., 26 illus. in color.online resource. - Advanced Structured Materials,1631869-8441 ;. - Advanced Structured Materials,74.
1 Introduction -- 2 Macromechanics of a Lamina -- 3 Macromechanics of a Laminate -- 4 Example Problems -- Index.
This book provides a systematic and thorough introduction to the classical laminate theory based on the theory for plane elasticity elements and classical (shear–rigid) plate elements. It focus on unidirectional lamina which can be described based on orthotropic constitutive equations and their composition to layered laminates. In addition to the elastic behavior, failure is investigated based on the maximum stress, maximum strain, Tsai–Hill and the Tsai–Wu criteria.
ISBN: 9783030826314
Standard No.: 10.1007/978-3-030-82631-4doiSubjects--Topical Terms:
1253576
Structural materials.
LC Class. No.: TA401-492
Dewey Class. No.: 620.11
Foundations of Classical Laminate Theory
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1 Introduction -- 2 Macromechanics of a Lamina -- 3 Macromechanics of a Laminate -- 4 Example Problems -- Index.
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This book provides a systematic and thorough introduction to the classical laminate theory based on the theory for plane elasticity elements and classical (shear–rigid) plate elements. It focus on unidirectional lamina which can be described based on orthotropic constitutive equations and their composition to layered laminates. In addition to the elastic behavior, failure is investigated based on the maximum stress, maximum strain, Tsai–Hill and the Tsai–Wu criteria.
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