Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau: 189. Sitzung am 3. Juni 1970 in Düsseldorf
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | German |
| Veröffentlicht: |
Wiesbaden
VS Verlag für Sozialwissenschaften
1971
|
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Beschreibung: | The great successes of air and space crafts during the last two decades are due, to no small extent, to a new cell technology, the sandwich structure. Cells in sandwich structure consist of two dense outer cover layers and an inner shear-transferring core layer of lesser density, e. g. in honeycombed structure. The thought suggested itself to adapt this new technique with its optimum stiffness-to-weight ratio to the building industry; the utilisation of steel sheets 0.5 mm to 2 mm thick for the cover layers and of polyurethane hard foam 30 mm to 150 mm thick for the core layer proved particularly favourable. With this steel-plastic system combining the stiffness of coated plates with profile or shell stiffness, panels more than 10m in height and roof trusses with a span of up to 20 m and more may be made. In trapezoid profiles, bent work and shells in sandwich structure the main task of the polyurethane hard foam, with greater depth of profile, is to support the thin-walled metal cover layers and to protect them against instabilities |
| Beschreibung: | 1 Online-Ressource (82 S.) |
| ISBN: | 9783663029571 9783663010449 |
| DOI: | 10.1007/978-3-663-02957-1 |
Internformat
MARC
| LEADER | 00000nmm a2200000zc 4500 | ||
|---|---|---|---|
| 001 | BV042437916 | ||
| 003 | DE-604 | ||
| 005 | 20170531 | ||
| 007 | cr|uuu---uuuuu | ||
| 008 | 150320s1971 |||| o||u| ||||||ger d | ||
| 020 | |a 9783663029571 |c Online |9 978-3-663-02957-1 | ||
| 020 | |a 9783663010449 |c Print |9 978-3-663-01044-9 | ||
| 024 | 7 | |a 10.1007/978-3-663-02957-1 |2 doi | |
| 035 | |a (OCoLC)864108318 | ||
| 035 | |a (DE-599)BVBBV042437916 | ||
| 040 | |a DE-604 |b ger |e aacr | ||
| 041 | 0 | |a ger | |
| 049 | |a DE-91 |a DE-634 |a DE-92 |a DE-573 |a DE-706 |a DE-1046 |a DE-1047 | ||
| 082 | 0 | |a 620 |2 23 | |
| 084 | |a DAT 000 |2 stub | ||
| 084 | |a TEC 000 |2 stub | ||
| 100 | 1 | |a Zerna, Wolfgang |d 1916-2005 |e Verfasser |0 (DE-588)118636561 |4 aut | |
| 245 | 1 | 0 | |a Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau |b 189. Sitzung am 3. Juni 1970 in Düsseldorf |c von Wolfgang Zerna, Otto Jungbluth |
| 264 | 1 | |a Wiesbaden |b VS Verlag für Sozialwissenschaften |c 1971 | |
| 300 | |a 1 Online-Ressource (82 S.) | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 500 | |a The great successes of air and space crafts during the last two decades are due, to no small extent, to a new cell technology, the sandwich structure. Cells in sandwich structure consist of two dense outer cover layers and an inner shear-transferring core layer of lesser density, e. g. in honeycombed structure. The thought suggested itself to adapt this new technique with its optimum stiffness-to-weight ratio to the building industry; the utilisation of steel sheets 0.5 mm to 2 mm thick for the cover layers and of polyurethane hard foam 30 mm to 150 mm thick for the core layer proved particularly favourable. With this steel-plastic system combining the stiffness of coated plates with profile or shell stiffness, panels more than 10m in height and roof trusses with a span of up to 20 m and more may be made. In trapezoid profiles, bent work and shells in sandwich structure the main task of the polyurethane hard foam, with greater depth of profile, is to support the thin-walled metal cover layers and to protect them against instabilities | ||
| 650 | 4 | |a Engineering | |
| 650 | 4 | |a Engineering, general | |
| 650 | 4 | |a Ingenieurwissenschaften | |
| 700 | 1 | |a Jungbluth, Otto |d 1920- |e Sonstige |0 (DE-588)1050701437 |4 oth | |
| 856 | 4 | 0 | |u https://doi.org/10.1007/978-3-663-02957-1 |x Verlag |3 Volltext |
| 912 | |a ZDB-2-STI |a ZDB-2-BAD | ||
| 940 | 1 | |q ZDB-2-STI_Archive | |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-027873246 | ||
Datensatz im Suchindex
| _version_ | 1804153127330381824 |
|---|---|
| any_adam_object | |
| author | Zerna, Wolfgang 1916-2005 |
| author_GND | (DE-588)118636561 (DE-588)1050701437 |
| author_facet | Zerna, Wolfgang 1916-2005 |
| author_role | aut |
| author_sort | Zerna, Wolfgang 1916-2005 |
| author_variant | w z wz |
| building | Verbundindex |
| bvnumber | BV042437916 |
| classification_tum | DAT 000 TEC 000 |
| collection | ZDB-2-STI ZDB-2-BAD |
| ctrlnum | (OCoLC)864108318 (DE-599)BVBBV042437916 |
| dewey-full | 620 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620 |
| dewey-search | 620 |
| dewey-sort | 3620 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Technik Technik Informatik |
| doi_str_mv | 10.1007/978-3-663-02957-1 |
| format | Electronic eBook |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02561nmm a2200409zc 4500</leader><controlfield tag="001">BV042437916</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">20170531 </controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">150320s1971 |||| o||u| ||||||ger d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783663029571</subfield><subfield code="c">Online</subfield><subfield code="9">978-3-663-02957-1</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783663010449</subfield><subfield code="c">Print</subfield><subfield code="9">978-3-663-01044-9</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/978-3-663-02957-1</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)864108318</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV042437916</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">aacr</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">ger</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-91</subfield><subfield code="a">DE-634</subfield><subfield code="a">DE-92</subfield><subfield code="a">DE-573</subfield><subfield code="a">DE-706</subfield><subfield code="a">DE-1046</subfield><subfield code="a">DE-1047</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">620</subfield><subfield code="2">23</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">DAT 000</subfield><subfield code="2">stub</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">TEC 000</subfield><subfield code="2">stub</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Zerna, Wolfgang</subfield><subfield code="d">1916-2005</subfield><subfield code="e">Verfasser</subfield><subfield code="0">(DE-588)118636561</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau</subfield><subfield code="b">189. Sitzung am 3. Juni 1970 in Düsseldorf</subfield><subfield code="c">von Wolfgang Zerna, Otto Jungbluth</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Wiesbaden</subfield><subfield code="b">VS Verlag für Sozialwissenschaften</subfield><subfield code="c">1971</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 Online-Ressource (82 S.)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">The great successes of air and space crafts during the last two decades are due, to no small extent, to a new cell technology, the sandwich structure. Cells in sandwich structure consist of two dense outer cover layers and an inner shear-transferring core layer of lesser density, e. g. in honeycombed structure. The thought suggested itself to adapt this new technique with its optimum stiffness-to-weight ratio to the building industry; the utilisation of steel sheets 0.5 mm to 2 mm thick for the cover layers and of polyurethane hard foam 30 mm to 150 mm thick for the core layer proved particularly favourable. With this steel-plastic system combining the stiffness of coated plates with profile or shell stiffness, panels more than 10m in height and roof trusses with a span of up to 20 m and more may be made. In trapezoid profiles, bent work and shells in sandwich structure the main task of the polyurethane hard foam, with greater depth of profile, is to support the thin-walled metal cover layers and to protect them against instabilities</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Engineering, general</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ingenieurwissenschaften</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Jungbluth, Otto</subfield><subfield code="d">1920-</subfield><subfield code="e">Sonstige</subfield><subfield code="0">(DE-588)1050701437</subfield><subfield code="4">oth</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1007/978-3-663-02957-1</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-2-STI</subfield><subfield code="a">ZDB-2-BAD</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">ZDB-2-STI_Archive</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-027873246</subfield></datafield></record></collection> |
| id | DE-604.BV042437916 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T01:21:40Z |
| institution | BVB |
| isbn | 9783663029571 9783663010449 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-027873246 |
| oclc_num | 864108318 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-634 DE-92 DE-573 DE-706 DE-1046 DE-1047 |
| owner_facet | DE-91 DE-BY-TUM DE-634 DE-92 DE-573 DE-706 DE-1046 DE-1047 |
| physical | 1 Online-Ressource (82 S.) |
| psigel | ZDB-2-STI ZDB-2-BAD ZDB-2-STI_Archive |
| publishDate | 1971 |
| publishDateSearch | 1971 |
| publishDateSort | 1971 |
| publisher | VS Verlag für Sozialwissenschaften |
| record_format | marc |
| spelling | Zerna, Wolfgang 1916-2005 Verfasser (DE-588)118636561 aut Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf von Wolfgang Zerna, Otto Jungbluth Wiesbaden VS Verlag für Sozialwissenschaften 1971 1 Online-Ressource (82 S.) txt rdacontent c rdamedia cr rdacarrier The great successes of air and space crafts during the last two decades are due, to no small extent, to a new cell technology, the sandwich structure. Cells in sandwich structure consist of two dense outer cover layers and an inner shear-transferring core layer of lesser density, e. g. in honeycombed structure. The thought suggested itself to adapt this new technique with its optimum stiffness-to-weight ratio to the building industry; the utilisation of steel sheets 0.5 mm to 2 mm thick for the cover layers and of polyurethane hard foam 30 mm to 150 mm thick for the core layer proved particularly favourable. With this steel-plastic system combining the stiffness of coated plates with profile or shell stiffness, panels more than 10m in height and roof trusses with a span of up to 20 m and more may be made. In trapezoid profiles, bent work and shells in sandwich structure the main task of the polyurethane hard foam, with greater depth of profile, is to support the thin-walled metal cover layers and to protect them against instabilities Engineering Engineering, general Ingenieurwissenschaften Jungbluth, Otto 1920- Sonstige (DE-588)1050701437 oth https://doi.org/10.1007/978-3-663-02957-1 Verlag Volltext |
| spellingShingle | Zerna, Wolfgang 1916-2005 Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf Engineering Engineering, general Ingenieurwissenschaften |
| title | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf |
| title_auth | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf |
| title_exact_search | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf |
| title_full | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf von Wolfgang Zerna, Otto Jungbluth |
| title_fullStr | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf von Wolfgang Zerna, Otto Jungbluth |
| title_full_unstemmed | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau 189. Sitzung am 3. Juni 1970 in Düsseldorf von Wolfgang Zerna, Otto Jungbluth |
| title_short | Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau |
| title_sort | bautechnische probleme bei der erstellung von kernkraftwerken sandwichflachentragwerke im konstruktiven ingenieurbau 189 sitzung am 3 juni 1970 in dusseldorf |
| title_sub | 189. Sitzung am 3. Juni 1970 in Düsseldorf |
| topic | Engineering Engineering, general Ingenieurwissenschaften |
| topic_facet | Engineering Engineering, general Ingenieurwissenschaften |
| url | https://doi.org/10.1007/978-3-663-02957-1 |
| work_keys_str_mv | AT zernawolfgang bautechnischeproblemebeidererstellungvonkernkraftwerkensandwichflachentragwerkeimkonstruktiveningenieurbau189sitzungam3juni1970indusseldorf AT jungbluthotto bautechnischeproblemebeidererstellungvonkernkraftwerkensandwichflachentragwerkeimkonstruktiveningenieurbau189sitzungam3juni1970indusseldorf |