000 04271nam a22005415i 4500
001 978-94-007-6701-0
003 DE-He213
005 20140220082528.0
007 cr nn 008mamaa
008 130906s2014 ne | s |||| 0|eng d
020 _a9789400767010
_9978-94-007-6701-0
024 7 _a10.1007/978-94-007-6701-0
_2doi
050 4 _aTA349-359
072 7 _aTGB
_2bicssc
072 7 _aSCI041000
_2bisacsh
072 7 _aTEC009070
_2bisacsh
082 0 4 _a620.1
_223
100 1 _aBlaauwendraad, Johan.
_eauthor.
245 1 0 _aStructural Shell Analysis
_h[electronic resource] :
_bUnderstanding and Application /
_cby Johan Blaauwendraad, Jeroen H. Hoefakker.
264 1 _aDordrecht :
_bSpringer Netherlands :
_bImprint: Springer,
_c2014.
300 _aXV, 300 p. 148 illus.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aSolid Mechanics and Its Applications,
_x0925-0042 ;
_v200
505 0 _aPreface -- 1. Introduction to shells -- Part I Membrane Theory and Edge Disturbances -- 2. Membrane theory for shells with principal curvatures -- 3. Membrane theory for shells of arbitrary curvatures -- 4. Application of membrane theory to circular cylindrical shells -- 5. Edge disturbance in circular cylindrical shell under axisymmetric load -- Part II Roof Structures -- 6. Donnell bending theory for shallow shells -- 7. Circular cylindrical roof -- 8. Hyperbolic and elliptic paraboloid roofs -- Part III Chimneys and Storage Tanks -- 9. Morley bending theory for circular cylindrical shells -- 10. Semi-Membrane Concept theory for circular cylindrical shells -- 11. Analysis by circular cylindrical super elements -- 12. Chimneys -- 13. Storage tanks -- Part IV Cones and Spheres -- 14. Membrane behaviour of shells of revolution under axisymmetric loading -- 15. Edge disturbance in shells of revolution due to axisymmetric loading -- Part V Capita Selecta -- 16. Introduction to buckling -- 17. FEA for shells of irregular shape -- References. Index. .
520 _aThe mathematical description of the properties of a shell is much more elaborate than those of beam and plate structures. Therefore many engineers and architects are unacquainted with aspects of shell behaviour and design, and are not familiar with sufficiently reliable shell theories for the different shell types as derived in the middle of the 20th century. Rather than contributing to theory development, this university textbook focuses on architectural and civil engineering schools. Of course, practising professionals will profit from it as well. The book deals with thin elastic shells, in particular with cylindrical, conical and spherical types, and with elliptic and hyperbolic paraboloids. The focus is on roofs, chimneys, pressure vessels and storage tanks. Special attention is paid to edge bending disturbance zones, which is indispensable knowledge in FE meshing. A substantial part of the book results from research efforts in the mid 20th century at Delft University of Technology. As such, it is a valuable addition to the body of shell research literature of continuing importance. This work can be used for university courses. It also shows professionals how to perform manual calculations of the main force flow in shell structures, and provides guidance for structural engineers estimating stresses and deformations.
650 0 _aEngineering.
650 0 _aEngineering mathematics.
650 0 _aMechanical engineering.
650 0 _aEngineering design.
650 0 _aOcean engineering.
650 1 4 _aEngineering.
650 2 4 _aStructural Mechanics.
650 2 4 _aEngineering Design.
650 2 4 _aOffshore Engineering.
650 2 4 _aAppl.Mathematics/Computational Methods of Engineering.
650 2 4 _aEngineering, general.
700 1 _aHoefakker, Jeroen H.
_eauthor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9789400767003
830 0 _aSolid Mechanics and Its Applications,
_x0925-0042 ;
_v200
856 4 0 _uhttp://dx.doi.org/10.1007/978-94-007-6701-0
912 _aZDB-2-ENG
999 _c93865
_d93865