Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
This 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 sec...
Saved in:
| Superior document: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau |
|---|---|
| : | |
| Year of Publication: | 2015 |
| Language: | German |
| Series: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
|
| Physical Description: | 1 electronic resource (getr. Zählung p.) |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| LEADER | 01649nam-a2200373z--4500 | ||
|---|---|---|---|
| 001 | 993548398304498 | ||
| 005 | 20231214141225.0 | ||
| 006 | m o d | ||
| 007 | cr|mn|---annan | ||
| 008 | 202102s2015 xx |||||o ||| 0|ger d | ||
| 020 | |a 1000047608 | ||
| 035 | |a (CKB)4920000000100728 | ||
| 035 | |a (oapen)https://directory.doabooks.org/handle/20.500.12854/61146 | ||
| 035 | |a (EXLCZ)994920000000100728 | ||
| 041 | 0 | |a deu | |
| 100 | 1 | |a Reinke, Thomas |4 auth | |
| 245 | 1 | 0 | |a Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten |
| 260 | |b KIT Scientific Publishing |c 2015 | ||
| 300 | |a 1 electronic resource (getr. Zählung p.) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau | |
| 520 | |a This 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. | ||
| 546 | |a German | ||
| 653 | |a plate buckling | ||
| 653 | |a Stabilität | ||
| 653 | |a Stahlmast | ||
| 653 | |a polygonal | ||
| 653 | |a Schalenbeulensteel pole | ||
| 653 | |a Plattenbeulen | ||
| 653 | |a shell buckling | ||
| 653 | |a stability | ||
| 776 | |z 3-7315-0398-0 | ||
| 906 | |a BOOK | ||
| ADM | |b 2023-12-15 06:08:09 Europe/Vienna |f system |c marc21 |a 2019-11-10 04:18:40 Europe/Vienna |g false | ||
| AVE | |i DOAB Directory of Open Access Books |P DOAB Directory of Open Access Books |x https://eu02.alma.exlibrisgroup.com/view/uresolver/43ACC_OEAW/openurl?u.ignore_date_coverage=true&portfolio_pid=5338782050004498&Force_direct=true |Z 5338782050004498 |b Available |8 5338782050004498 | ||