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001 978-3-319-56493-7
003 DE-He213
005 20220801221013.0
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008 170601s2018 sz | s |||| 0|eng d
020 _a9783319564937
_9978-3-319-56493-7
024 7 _a10.1007/978-3-319-56493-7
_2doi
050 4 _aTA349-359
072 7 _aTGB
_2bicssc
072 7 _aTEC009070
_2bisacsh
072 7 _aTGB
_2thema
082 0 4 _a620.1
_223
100 1 _aGan, Buntara S.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_953609
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
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.
650 0 _aMechanics, Applied.
_93253
650 0 _aEngineering mathematics.
_93254
650 0 _aEngineering—Data processing.
_931556
650 0 _aBuilding materials.
_931878
650 0 _aCivil engineering.
_910082
650 1 4 _aEngineering Mechanics.
_931830
650 2 4 _aMathematical and Computational Engineering Applications.
_931559
650 2 4 _aStructural Materials.
_931883
650 2 4 _aCivil Engineering.
_910082
710 2 _aSpringerLink (Online service)
_953610
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 _uhttps://doi.org/10.1007/978-3-319-56493-7
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c79182
_d79182