Elasto-Plastic and Damage Analysis of Plates and Shells

This book presents a finite element model for the elasto-plastic and damage analysis of thin and thick shells. Linear elastic, inelastic and softening behaviors caused by damage in structural shells, as well as large rotations are investigated. The textbook is addressed to graduate students and rese...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριοι συγγραφείς: Voyiadjis, George Z. (Συγγραφέας), Woelke, Pawel (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Berlin, Heidelberg : Springer Berlin Heidelberg, 2008.
Θέματα:
Διαθέσιμο Online:Full Text via HEAL-Link
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100 1 |a Voyiadjis, George Z.  |e author. 
245 1 0 |a Elasto-Plastic and Damage Analysis of Plates and Shells  |h [electronic resource] /  |c by George Z. Voyiadjis, Pawel Woelke. 
264 1 |a Berlin, Heidelberg :  |b Springer Berlin Heidelberg,  |c 2008. 
300 |a XIV, 208 p.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
347 |a text file  |b PDF  |2 rda 
505 0 |a Shell Constitutive Equations -- Shell Element Based on the Refined Theory of Thick Spherical Shells -- Geometrically Non-linear Finite Element Analysis of Thick Plates and Shells -- Elasto-Plastic Geometrically Non-linear Finite Element Analysis of Thick Plates and Shells -- Elasto-Plastic Geometrically Non-linear Finite Element Analysis of Thick Plates and Shells With Damage Due to Microvoids -- Non-linear Post Buckling Finite Element Analysis of Plates and Shells -- Determination of Transverse Shear Stresses and Delamination in Composite Laminates Using Finite Elements -- Numerical Methods and Computational Algorithms. 
520 |a This book presents a finite element model for the elasto-plastic and damage analysis of thin and thick shells. Linear elastic, inelastic and softening behaviors caused by damage in structural shells, as well as large rotations are investigated. The textbook is addressed to graduate students and researchers in civil, mechanical and aerospace engineering as well material scientists and applied mechanicians. The formulation presented here was developed primarily for large scale structural analyses. Special emphasis is therefore placed in computational efficiency. Despite ever increasing capabilities of nowadays computers, small scale constitutive models are hardly ever applicable to analysis of large structures. This book provides a constitutive model which allows for accurate representation of the non-linear shell behavior up to failure, while offering high efficiency and applicability to large scale structural analyses. This is achieved by representing the elasto-plastic behavior by means of the non-layered approach, with an updated Lagrangian method used to describe the geometric non-linearities. For the treatment of material non-linearities an Iliushin’s yield function expressed in terms of stress resultants is adopted, with isotropic and kinematic hardening rules. Damage effects modeled through the evolution of porosity are incorporated into the yield function, giving a generalized and convenient yield surface expressed in terms of the stress resultants. 
650 0 |a Engineering. 
650 0 |a Mechanics. 
650 0 |a Mechanics, Applied. 
650 0 |a Structural mechanics. 
650 0 |a Mechanical engineering. 
650 0 |a Civil engineering. 
650 1 4 |a Engineering. 
650 2 4 |a Mechanical Engineering. 
650 2 4 |a Theoretical and Applied Mechanics. 
650 2 4 |a Structural Mechanics. 
650 2 4 |a Civil Engineering. 
700 1 |a Woelke, Pawel.  |e author. 
710 2 |a SpringerLink (Online service) 
773 0 |t Springer eBooks 
776 0 8 |i Printed edition:  |z 9783540793502 
856 4 0 |u http://dx.doi.org/10.1007/978-3-540-79351-9  |z Full Text via HEAL-Link 
912 |a ZDB-2-ENG 
950 |a Engineering (Springer-11647)