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OverviewThis textbook is written for use not only in engineering curricula of aerospace, civil and mechanical engineering, but also for materials science and applied mechanics. Furthermore, it addresses practicing engineers and researchers. No prior knowledge of composite materials and structures is required for the understanding of its content. The structure and the level of presentation is close to classical courses of ""Strength of Materials"" or ""Theory of Beams, Plates and Shells"". Yet two extensions have been included: the linear elastic material behavior of isotropic and non-isotropic structural elements, and inhomogeneous material properties in the thickness direction. The Finite Element Analysis of laminate and sandwich structures is briefly presented. Many solved examples illustrate the application of the techniques learned. Full Product DetailsAuthor: Holm Altenbach , Johannes W. Altenbach , Wolfgang KissingPublisher: Springer-Verlag Berlin and Heidelberg GmbH & Co. KG Imprint: Springer-Verlag Berlin and Heidelberg GmbH & Co. K Edition: Softcover reprint of hardcover 1st ed. 2004 Dimensions: Width: 15.50cm , Height: 2.40cm , Length: 23.50cm Weight: 0.741kg ISBN: 9783642074110ISBN 10: 3642074111 Pages: 470 Publication Date: 30 November 2010 Audience: Professional and scholarly , College/higher education , Professional and scholarly , Professional & Vocational , Tertiary & Higher Education Replaced By: 9789811089343 Format: Paperback Publisher's Status: Out of Print Availability: In Print Limited stock is available. It will be ordered for you and shipped pending supplier's limited stock. Table of Contents1. Classification of Composite Materials.- 2. Linear Anisotropic Materials.- 3. Effective Material Moduli for Composites.- 4. Elastic Behavior of Laminate and Sandwich Composites.- 5. Classical and Improved Theories.- 6. Failure Mechanisms and Criteria.- 7. Modelling and Analysis of Beams.- 8. Modelling and Analysis of Plates.- 9. Modelling and Analysis of Circular Cylindrical Shells.- 10. Modelling and Analysis of Thin-walled Folded Structures.- 11. Finite Element Analysis.- A. Matrix Operations.- B. Stress and strain transformations.- C. Differential Operators for Rectangular Plates (Classical Plate Theory).- D. Differential Operators for Rectangular Plates (Shear Deformation Theory).- E. Differential Operators for Circular Cylindrical shells (Classical Shell Theory).- F. Differential Operators for Circular Cylindrical Shells (Shear Deformation Theory).- G. Solution Forms of the Differential Equation % MathType!MTEF!2!1!+- % feaaguart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn % hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr % 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq-Jc9 % vqaqpepm0xbba9pwe9Q8fs0-yqaqpepae9pg0FirpepeKkFr0xfr-x % fr-xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGabm4Dayaafy % aafyaafyaafaGaeyOeI0Iaam4AamaaDaaaleaacaaIXaaabaGaaGOm % aaaakiqadEhagaGbaiabgUcaRiaadUgadaqhaaWcbaGaaGOmaaqaai % aaisdaaaGccaWG3bGaeyypa0JaaGimaaaa!41EF!$$ w'''' - k_1^2w'' + k_2^4w = 0 $$.- H. Material’s properties.- I. References.ReviewsAuthor InformationTab Content 6Author Website:Countries AvailableAll regions |
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