rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Elasto-Plastic and Damage Analysis of Plates and Shells
  name:
    name part: Voyiadjis, George Z.
    role:
      role term: creator
    role:
      role term: author.
  name:
    name part: Woelke, Pawel.
    role:
      role term: author.
  name:
    name part: SpringerLink (Online service)
  type of resource: text
  origin info:
    place:
      place term: gw
    date issued: 2008
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: electronic
    form: electronic resource
    reformatting quality: access
    form: remote
    extent: XIV, 208 p. online resource.
  abstract: 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.
  table of contents: 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.
  note: by George Z. Voyiadjis, Pawel Woelke.
  subject:
    topic: Engineering
  subject:
    topic: Mechanics
  subject:
    topic: Mechanics, Applied
  subject:
    topic: Structural mechanics
  subject:
    topic: Mechanical engineering
  subject:
    topic: Civil engineering
  subject:
    topic: Engineering
  subject:
    topic: Mechanical Engineering
  subject:
    topic: Theoretical and Applied Mechanics
  subject:
    topic: Structural Mechanics
  subject:
    topic: Civil Engineering
  classification: TJ1-1570
  classification: 621
  related item:
    title info:
      title: Springer eBooks
  identifier: 9783540793519
  identifier: http://dx.doi.org/10.1007/978-3-540-79351-9
  record info:
    record creation date: 100301
    record change date: 20151204171143.0
    record identifier: 978-3-540-79351-9