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Elasto-Plastic And Damage Analysis Of Plates And Shells
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ISBN: 9783642098222

ID: 10381238

Shells and plates are critical structures in numerous engineering applications. Analysis and design of these structures is of continuing interest to the scienti c and engineering communities. Accurate and conservative assessments of the maximum load carried by a structure, as well as the equilibrium path in both the elastic and inelastic range, are of paramount importance to the engineer. The. Shells and plates are critical structures in numerous engineering applications. Analysis and design of these structures is of continuing interest to the scienti c and engineering communities. Accurate and conservative assessments of the maximum load carried by a structure, as well as the equilibrium path in both the elastic and inelastic range, are of paramount importance to the engineer. The elastic behavior of shells has been closely investigated, mostly by means of the nite element method. Inelastic analysis however, especially accounting for damage effects, has received much less attention from researchers. In this book, we present a computational model for nite element, elasto-plastic, and damage analysis of thin and thick shells. Formulation of the model proceeds in several stages. First, we develop a theory for thick spherical shells, providing a set of shell constitutive equations. These equations incorporate the effects of transverse shear deformation, initial curvature, and radial stresses. The proposed shell equations are conveniently used in nite element analysis. 0 AsimpleC quadrilateral, doubly curved shell element is developed. By means of a quasi-conforming technique, shear and membrane locking are prevented. The element stiffness matrix is given explicitly, making the formulation computationally ef cient. We represent the elasto-plastic behavior of thick shells and plates by means of the non-layered model, using an Updated Lagrangian method to describe a small-strain geometric non-linearity. For the treatment of material non-linearities, we adopt an Iliushin's yield function expressed in terms of stress resultants, with isotropic and kinematic hardening rules. Books, Technology, Engineering and Agriculture~~Mechanical Engineering & Materials~~Mechanical Engineering, Elasto-Plastic And Damage Analysis Of Plates And Shells~~Book~~9783642098222~~George Z. Voyiadjis, Pawel Woelke, , , , , , , , , ,, [PU: Springer, Berlin/Heidelberg/New York, NY]

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Elasto-Plastic and Damage Analysis of Plates and Shells - Pawel Woelke
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Pawel Woelke:

Elasto-Plastic and Damage Analysis of Plates and Shells - Taschenbuch

ISBN: 3642098223

ID: 10798558241

[EAN: 9783642098222], Neubuch, [PU: Springer], PAWEL WOELKE,GEORGE Z VOYIADJIS,EDUCATION AND REFERENCE,MECHANICS,CIVIL ENGINEERING,MECHANICAL ENGINEERING, Paperback. 208 pages. Dimensions: 9.0in. x 6.0in. x 0.5in.Shells and plates are critical structures in numerous engineering applications. Analysis and design of these structures is of continuing interest to the scienti c and engineering communities. Accurate and conservative assessments of the maximum load carried by a structure, as well as the equilibrium path in both the elastic and inelastic range, are of paramount importance to the engineer. The elastic behavior of shells has been closely investigated, mostly by means of the nite element method. Inelastic analysis however, especially accounting for damage effects, has received much less attention from researchers. In this book, we present a computational model for nite element, elasto-plastic, and damage analysis of thin and thick shells. Formulation of the model proceeds in several stages. First, we develop a theory for thick spherical shells, providing a set of shell constitutive equations. These equations incorporate the effects of transverse shear deformation, initial curvature, and radial stresses. The proposed shell equations are conveniently used in nite element analysis. 0 AsimpleC quadrilateral, doubly curved shell element is developed. By means of a quasi-conforming technique, shear and membrane locking are prevented. The element stiffness matrix is given explicitly, making the formulation computationally ef cient. We represent the elasto-plastic behavior of thick shells and plates by means of the non-layered model, using an Updated Lagrangian method to describe a small-strain geometric non-linearity. For the treatment of material non-linearities, we adopt an Iliushins yield function expressed in terms of stress resultants, with isotropic and kinematic hardening rules. This item ships from multiple locations. Your book may arrive from Roseburg,OR, La Vergne,TN.

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Elasto-Plastic and Damage Analysis of Plates and Shells - George Z. Voyiadjis
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George Z. Voyiadjis:
Elasto-Plastic and Damage Analysis of Plates and Shells - Taschenbuch

2010

ISBN: 3642098223

ID: 12652649059

[EAN: 9783642098222], Neubuch, [PU: Springer Okt 2010], This item is printed on demand - Print on Demand Neuware - Shells and plates are critical structures in numerous engineering applications. Analysis and design of these structures is of continuing interest to the scienti c and engineering communities. Accurate and conservative assessments of the maximum load carried by a structure, as well as the equilibrium path in both the elastic and inelastic range, are of paramount importance to the engineer. The elastic behavior of shells has been closely investigated, mostly by means of the nite element method. Inelastic analysis however, especially accounting for damage effects, has received much less attention from researchers. In this book, we present a computational model for nite element, elasto-plastic, and damage analysis of thin and thick shells. Formulation of the model proceeds in several stages. First, we develop a theory for thick spherical shells, providing a set of shell constitutive equations. These equations incorporate the effects of transverse shear deformation, initial curvature, and radial stresses. The proposed shell equations are conveniently used in nite element analysis. 0 AsimpleC quadrilateral, doubly curved shell element is developed. By means of a quasi-conforming technique, shear and membrane locking are prevented. The element stiffness matrix is given explicitly, making the formulation computationally ef cient. We represent the elasto-plastic behavior of thick shells and plates by means of the non-layered model, using an Updated Lagrangian method to describe a small-strain geometric non-linearity. For the treatment of material non-linearities, we adopt an Iliushin's yield function expressed in terms of stress resultants, with isotropic and kinematic hardening rules. 224 pp. Englisch

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Elasto-Plastic and Damage Analysis of Plates and Shells - George Z. Voyiadjis
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George Z. Voyiadjis:
Elasto-Plastic and Damage Analysis of Plates and Shells - Taschenbuch

ISBN: 9783642098222

ID: 9783642098222

Elasto-Plastic and Damage Analysis of Plates and Shells Elasto-Plastic-and-Damage-Analysis-of-Plates-and-Shells~~George-Z-Voyiadjis Science/Tech>Engineering>Mech Engr Paperback, Springer Berlin Heidelberg

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Elasto-Plastic and Damage Analysis of Plates and Shells - George Z. Voyiadjis; Pawel Woelke
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George Z. Voyiadjis; Pawel Woelke:
Elasto-Plastic and Damage Analysis of Plates and Shells - Taschenbuch

2010, ISBN: 9783642098222

Gebundene Ausgabe, ID: 15124595

Softcover reprint of hardcover 1st ed. 2008, Softcover, Buch, [PU: Springer Berlin]

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Elasto-Plastic and Damage Analysis of Plates and Shells
Autor:

Woelke, Pawel; Voyiadjis, George Z.

Titel:

Elasto-Plastic and Damage Analysis of Plates and Shells

ISBN-Nummer:

3642098223

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.

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EAN (ISBN-13): 9783642098222
ISBN (ISBN-10): 3642098223
Gebundene Ausgabe
Taschenbuch
Erscheinungsjahr: 2010
Herausgeber: Springer-Verlag GmbH
224 Seiten
Gewicht: 0,345 kg
Sprache: eng/Englisch

Buch in der Datenbank seit 11.05.2011 13:58:10
Buch zuletzt gefunden am 27.07.2016 10:22:27
ISBN/EAN: 3642098223

ISBN - alternative Schreibweisen:
3-642-09822-3, 978-3-642-09822-2

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