000 | 02820nam a22004695i 4500 | ||
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001 | 978-3-319-00654-3 | ||
003 | DE-He213 | ||
005 | 20200421112546.0 | ||
007 | cr nn 008mamaa | ||
008 | 130703s2013 gw | s |||| 0|eng d | ||
020 |
_a9783319006543 _9978-3-319-00654-3 |
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024 | 7 |
_a10.1007/978-3-319-00654-3 _2doi |
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050 | 4 | _aTA405-409.3 | |
050 | 4 | _aQA808.2 | |
072 | 7 |
_aTG _2bicssc |
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072 | 7 |
_aTEC009070 _2bisacsh |
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072 | 7 |
_aTEC021000 _2bisacsh |
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082 | 0 | 4 |
_a620.1 _223 |
100 | 1 |
_aKubiak, Tomasz. _eauthor. |
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245 | 1 | 0 |
_aStatic and Dynamic Buckling of Thin-Walled Plate Structures _h[electronic resource] / _cby Tomasz Kubiak. |
264 | 1 |
_aHeidelberg : _bSpringer International Publishing : _bImprint: Springer, _c2013. |
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300 |
_aVI, 188 p. 142 illus., 99 illus. in color. _bonline resource. |
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336 |
_atext _btxt _2rdacontent |
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337 |
_acomputer _bc _2rdamedia |
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338 |
_aonline resource _bcr _2rdacarrier |
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347 |
_atext file _bPDF _2rda |
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505 | 0 | _aIntroduction -- Theory Of Thin Plates For Laminates -- Analytical - Numerical Method -- Dynamic Buckling -- Thin Plates -- Thin-Walled Columns -- Girders Subjected To Pure Bending -- Thin-Walled Girders Subjected To Torsion -- Thin-Walled Girders Subjected To Combined Load. | |
520 | _aThis monograph deals with buckling and postbuckling behavior of thin plates and thin-walled structures with flat wall subjected to static and dynamic load. The investigations are carried out in elastic range. The basic assumption here is theĀ thin plate theory. This method is used to determination the buckling load and postbuckling analysis of thin-walled structures subjected to static and dynamic load. The book introduces two methods for static and dynamic buckling investigation which allow for a wider understanding of the phenomenon. Two different methods also can allow uncoupling of the phenomena occurring at the same time and attempt to estimate their impact on the final result. A general mathematical model, adopted in proposed analytical-numerical method, enables the consideration of all types of stability loss i.e.local, global and interactive forms of buckling. The applied numerical-numerical method includes adjacent of walls, shear-lag phenomenon and a deplanation of cross-sections. | ||
650 | 0 | _aEngineering. | |
650 | 0 | _aComputer mathematics. | |
650 | 0 | _aContinuum mechanics. | |
650 | 1 | 4 | _aEngineering. |
650 | 2 | 4 | _aContinuum Mechanics and Mechanics of Materials. |
650 | 2 | 4 | _aComputational Science and Engineering. |
710 | 2 | _aSpringerLink (Online service) | |
773 | 0 | _tSpringer eBooks | |
776 | 0 | 8 |
_iPrinted edition: _z9783319006536 |
856 | 4 | 0 | _uhttp://dx.doi.org/10.1007/978-3-319-00654-3 |
912 | _aZDB-2-ENG | ||
942 | _cEBK | ||
999 |
_c58551 _d58551 |