000 04193nam a22005895i 4500
001 978-3-319-56493-7
003 DE-He213
005 20210201191452.0
007 cr nn 008mamaa
008 170601s2018 gw | s |||| 0|eng d
020 _a9783319564937
_9978-3-319-56493-7
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aTEC009070
_2bisacsh
072 7 _aTGMD
_2thema
082 0 4 _a620.1
_223
100 1 _aGan, Buntara S.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
245 1 3 _aAn Isogeometric Approach to Beam Structures
_h[electronic resource] :
_bBridging the Classical to Modern Technique /
_cby Buntara S. Gan.
250 _a1st ed. 2018.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2018.
300 _aXIV, 233 p. 65 illus., 44 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
500 _aAcceso multiusuario
505 0 _aRepresentation of curves on a plane -- Numerical Integration -- Finite Element Formulation of Beam Elements -- Isogeometric approach to beam element -- Condensation Method -- Straight beam element examples -- Circular curved beam element examples -- General curved beam element examples -- Free curved beam element examples -- Appendix A : Straight beam element matrices -- Index.
520 _aThis book proposes a novel, original condensation method to beam formulation based on the isogeometric approach to reducing the degrees of freedom to conventional two-node beam elements. In this volume, the author defines the Buntara Condensation Formulation: a unique formulation in condensing the dynamic equilibrium equation for beam structures, suitable for reducing the number of unlimited dynamic equations necessary to yield a classic two-node beam element. Professor Buntara's method overcomes the problem of the isogeometric approach where the number of degrees of freedom is increased along with the complexity of the geometrical beam element and facilitates implementation of the codes into the existing beam structures programs, and CAD geometrical data into the conventional FE beam element codes. The book proposes a new reduction method where the beam element can be treated as under the conventional beam element theory that has only two nodes at both ends. • Adopts a progressive and rigorous presentation of topics to facilitate use by students and professionals; • Presents a new reduction method in which the beam element can be treated as a conventional beam element with only two nodes at both ends; • Allows computation of the exact solutions of beam theories based on a newly introduced condensation method, not approximation theory; • Features relevant Matlab codes.
541 _fUABC ;
_cTemporal ;
_d01/01/2021-12/31/2023.
650 0 _aMechanics.
650 0 _aMechanics, Applied.
650 0 _aApplied mathematics.
650 0 _aEngineering mathematics.
650 0 _aStructural materials.
650 0 _aCivil engineering.
650 1 4 _aTheoretical and Applied Mechanics.
_0https://scigraph.springernature.com/ontologies/product-market-codes/T15001
650 2 4 _aMathematical and Computational Engineering.
_0https://scigraph.springernature.com/ontologies/product-market-codes/T11006
650 2 4 _aStructural Materials.
_0https://scigraph.springernature.com/ontologies/product-market-codes/Z11000
650 2 4 _aCivil Engineering.
_0https://scigraph.springernature.com/ontologies/product-market-codes/T23004
710 2 _aSpringerLink (Online service)
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783319564920
776 0 8 _iPrinted edition:
_z9783319564944
776 0 8 _iPrinted edition:
_z9783319859262
856 4 0 _zLibro electrónico
_uhttp://148.231.10.114:2048/login?url=https://doi.org/10.1007/978-3-319-56493-7
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cLIBRO_ELEC
999 _c243825
_d243824