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Foundations of classical laminate theory
~
Ochsner, Andreas.
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Foundations of classical laminate theory
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Foundations of classical laminate theory/ by Andreas Ochsner.
作者:
Ochsner, Andreas.
出版者:
Cham :Springer International Publishing : : 2021.,
面頁冊數:
xi, 122 p. :ill., digital ;24 cm.
內容註:
1 Introduction -- 2 Macromechanics of a Lamina -- 3 Macromechanics of a Laminate -- 4 Example Problems -- Index.
Contained By:
Springer Nature eBook
標題:
Laminated materials. -
電子資源:
https://doi.org/10.1007/978-3-030-82631-4
ISBN:
9783030826314
Foundations of classical laminate theory
Ochsner, Andreas.
Foundations of classical laminate theory
[electronic resource] /by Andreas Ochsner. - Cham :Springer International Publishing :2021. - xi, 122 p. :ill., digital ;24 cm. - Advanced structured materials,v.1631869-8441 ;. - Advanced structured materials ;v.163..
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:
735052
Laminated materials.
LC Class. No.: TA418.9.L3
Dewey Class. No.: 620.118
Foundations of classical laminate theory
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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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