| 000 | 01674naaaa2200337uu 4500 | ||
|---|---|---|---|
| 001 | https://directory.doabooks.org/handle/20.500.12854/61146 | ||
| 005 | 20220220033320.0 | ||
| 020 | _aKSP/1000047608 | ||
| 020 | _a9783731503989 | ||
| 024 | 7 |
_a10.5445/KSP/1000047608 _cdoi |
|
| 041 | 0 | _aGerman | |
| 042 | _adc | ||
| 100 | 1 |
_aReinke, Thomas _4auth |
|
| 245 | 1 | 0 | _aTragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten |
| 260 |
_bKIT Scientific Publishing _c2015 |
||
| 300 | _a1 electronic resource (getr. Zählung p.) | ||
| 506 | 0 |
_aOpen Access _2star _fUnrestricted online access |
|
| 520 | _aThis work deals with the bending moment capacity of thin-walled steel poles with polygonal sections. Based on experimental and numerical investigations the bearing behavior of steel poles in bending with polygonal sections with an arbitrary number of corners up to the transition from a polygonal section to a round section is presented. Thereby the bearing behavior as a shell and the influence of imperfections are considered. | ||
| 540 |
_aCreative Commons _fhttps://creativecommons.org/licenses/by-sa/4.0/ _2cc _4https://creativecommons.org/licenses/by-sa/4.0/ |
||
| 546 | _aGerman | ||
| 653 | _aplate buckling | ||
| 653 | _aStabilität | ||
| 653 | _aStahlmast | ||
| 653 | _apolygonal | ||
| 653 | _aSchalenbeulensteel pole | ||
| 653 | _aPlattenbeulen | ||
| 653 | _ashell buckling | ||
| 653 | _astability | ||
| 856 | 4 | 0 |
_awww.oapen.org _uhttps://www.ksp.kit.edu/9783731503989 _70 _zDOAB: download the publication |
| 856 | 4 | 0 |
_awww.oapen.org _uhttps://directory.doabooks.org/handle/20.500.12854/61146 _70 _zDOAB: description of the publication |
| 999 |
_c62605 _d62605 |
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