000 03143nam a2200421 i 4500
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020 _a9783319730493
024 7 _a10.1007/978-3-319-73049-3
_2doi
040 _aES-MaUEC
_bspa
_cES-MaUEC
_dES-MaUEC
050 4 _aTA417.6
_b2018 EB
100 1 _aKolupaev, Vladimir A.
_eautor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_0http://id.loc.gov/authorities/names/n2011042821
_1http://viaf.org/viaf/23228290/
_9673558
245 1 0 _aEquivalent Stress Concept for Limit State Analysis
_cby Vladimir A. Kolupaev.
264 1 _aCham
_bSpringer International Publishing
_c2018
300 _a1 recurso en línea (XVII, 365 páginas)
_b210 ilustraciones, 205 ilustraciones a color
336 _2rdacontent
_aTexto
_btxt
337 _2rdamedia
_aelectrónico
_bc
338 _2rdacarrier
_arecurso electrónico
_bcr
347 _atext file
_bPDF
490 0 _aAdvanced Structured Materials
_x1869-8433
_v86
490 0 _aEngineering (Springer-11647)
505 0 _aIntroduction -- Criteria of Equivalent Stress Concept.-Visualization Methods -- Formulations of Classical Strength -- Values for Comparison -- Visualization of Standard Criteria -- Alternative Formulations of Standard Criteria -- Conditions and Assumptions of Strength Criteria -- Generalized Pressure-Insensitive Criteria -- Generalized Pressure-Sensitive Criteria -- Multi-Surface Criteria -- Fitting of Criteria -- Experiments & Equipment -- Applications. Summary and Outlook.
520 3 _aThis book discusses arbitrary multiaxial stress states using the concept of equivalent stress. It highlights the most useful criteria, which can be applied to various classes of isotropic materials. Due to its simplicity and clarity, this concept is now widely used in component design, and many strength and yield criteria based on the equivalent stress concept have been formulated. Choosing the appropriate criterion for a given material remains the main challenge in applications.  The most useful criteria can be applied best when the plausibility assumptions are known. Accordingly, the book introduces fitting methods based on mathematical, physical, and geometrical objective functions. It also features a wealth of examples that demonstrate the application of different approaches in modeling certain limit behaviors.
988 _aEBSPRINGER_2018
650 7 _2embne
_9669488
_aDeformaciones y tensiones
650 7 _2embne
_9150495
_aAnálisis estructural (Ingeniería)
710 2 _aSpringerLink (Online service)
_0http://id.loc.gov/authorities/names/no2005046756
_1http://viaf.org/viaf/274647764/
_9106996
776 0 8 _iEdición impresa:
_z9783319730486
776 0 8 _iEdición impresa:
_z9783319730509
776 0 8 _iEdición impresa:
_z9783319892313
856 4 0 _uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-73049-3
_zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942 _2lcc
_cLE
998 _b05/2020
_dz
_ek
_zSI