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978-3-540-30433-3 |
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100301s2006 gw | s |||| 0|eng d |
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|a 9783540304333
|9 978-3-540-30433-3
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|a 10.1007/3-540-30433-9
|2 doi
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|a TA349-359
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|a 620.105
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|a Yu, Mao-Hong.
|e author.
|4 aut
|4 http://id.loc.gov/vocabulary/relators/aut
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|a Generalized Plasticity
|h [electronic resource] /
|c by Mao-Hong Yu.
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|a 1st ed. 2006.
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|a Berlin, Heidelberg :
|b Springer Berlin Heidelberg :
|b Imprint: Springer,
|c 2006.
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|a XXII, 448 p. 315 illus., 2 illus. in color.
|b online resource.
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
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|a online resource
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|a text file
|b PDF
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|a Stress Space and Stress State -- Basic Characteristics of Yield of Materials under Complex Stress -- Unified Strength Theory and Its Material Parameters -- Reasonable Choice of a Yield Function -- Elasto-plastic Constitutive Relations -- Concrete Plasticity -- Twin-Shear Slip-Line Field for Plane Strain Problem -- Unified Slip-Line Field Theory for Plane Strain Problem -- Twin-Shear Characteristics Field for Plane Stress Problem -- Unified Characteristics Field Theory for Plane Stress Problem -- Unified Characteristics Line Theory for Spatial Axisymmetric Problem -- Unified Solution of Plastic Zones at Crack Tip under Small Scale Yielding -- Unified Fracture Criter ion for Mixed Mode Crack Initiation and Fatigue Crack Growth -- Limit Load and Shakedown Load of Pressure Vessel.
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|a Generalized Plasticity deals with the plasticity of materials and structures. It is an expansion of the "Unified Strength Theory to Plasticity Theory", leading to a unified treatment of metal plasticity and plasticity of geomaterials, generally. It includes the metal plasticity for Tresca materials, Huber-von-Mises materials and twin-shear materials and the geomaterial plasticity for Mohr-Coulomb materials, generalized twin-shear materials and the Unified Strength Theory. The book is divided into five major parts: 1. Yield function and choice; 2. Constitutive relation; 3. Slip-line Field Theory for plane strain problems, Characteristics Field Theory for plane stress problems and Characteristics Field Theory for spatial axisymmetrical problems; 4. Plastic zone analysis at crack tip and fracture criterion for mixed mode crack; 5. Limit loads and shakedown loads for pressure vessel. Examples of applications and problems are given for most chapters.
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|a Mechanics, Applied.
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650 |
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|a Solids.
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650 |
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|a Building materials.
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|a Solid Mechanics.
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|a Structural Materials.
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|a SpringerLink (Online service)
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|t Springer Nature eBook
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776 |
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|i Printed edition:
|z 9783540808428
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776 |
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|i Printed edition:
|z 9783642064203
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|i Printed edition:
|z 9783540251279
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|u https://doi.uam.elogim.com/10.1007/3-540-30433-9
|z Texto Completo
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|a ZDB-2-ENG
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912 |
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|a ZDB-2-SXE
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|a Engineering (SpringerNature-11647)
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950 |
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|a Engineering (R0) (SpringerNature-43712)
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