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020 _a9783030146764
024 7 _a10.1007/978-3-030-14676-4
_2doi
040 _bspa
_dES-MaUEC
_cES-MaUEC
050 4 _aQC191
_b2019 EB
100 1 _aTarantino, Angelo Marcello
_eautor
_9671304
245 1 4 _aThe bending theory of fully nonlinear beams
_cby Angelo Marcello Tarantino, Luca Lanzoni, Federico Oyedeji Falope
264 1 _aCham
_bSpringer International Publishing :
_bImprint: Springer
_c2019
300 _a1 recurso en línea (IX, 87 páginas)
_b60 ilustraciones, 45 ilustraciones a color
336 _2rdacontent
_aTexto
_btxt
337 _2rdamedia
_aelectrónico
_bc
338 _2rdacarrier
_arecurso electrónico
_bcr
347 _atext file
_bPDF
490 0 _aEngineering (Springer-11647)
505 0 _aTheoretical analysis -- Numerical and experimental analyses -- Generalization to variable bending moment.
520 3 _aThis book presents the bending theory of hyperelastic beams in the context of finite elasticity. The main difficulties in addressing this issue are due to its fully nonlinear framework, which makes no assumptions regarding the size of the deformation and displacement fields. Despite the complexity of its mathematical formulation, the inflexion problem of nonlinear beams is frequently used in practice, and has numerous applications in the industrial, mechanical and civil sectors. Adopting a semi-inverse approach, the book formulates a three-dimensional kinematic model in which the longitudinal bending is accompanied by the transversal deformation of cross-sections. The results provided by the theoretical model are subsequently compared with those of numerical and experimental analyses. The numerical analysis is based on the finite element method (FEM), whereas a test equipment prototype was designed and fabricated for the experimental analysis. The experimental data was acquired using digital image correlation (DIC) instrumentation. These two further analyses serve to confirm the hypotheses underlying the theoretical model. In the book's closing section, the analysis is generalized to the case of variable bending moment. The governing equations then take the form of a coupled system of three equations in integral form, which can be applied to a very wide class of equilibrium problems for nonlinear beams.
650 7 _2embne
_9138250
_aElasticidad
650 7 _2embne
_aMateria
_xPropiedades
_9168746
650 7 _2embne
_aMétodo de elementos finitos
_9141492
700 1 _aFalope, Federico Oyedeji.
_eautor
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
700 1 _aLanzoni, Luca.
_eautor
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
776 0 8 _iPrinted edition:
_z9783030146757
776 0 8 _iPrinted edition:
_z9783030146771
776 0 8 _iPrinted edition:
_z9783030146788
856 4 0 _uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-14676-4
_zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942 _2lcc
_cLE
988 _aPrimersemestre_2019_Engineering
998 _aSI
_cm
_dz
_feng
_ggw
_h0
_b11/2019
_eel
_zSI