Bautechnische Probleme bei der Erstellung von Kernkraftwerken. Sandwichflächentragwerke im konstruktiven Ingenieurbau: 189. Sitzung am 3. Juni 1970 in Düsseldorf
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Main Author: | |
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Format: | Electronic eBook |
Language: | German |
Published: |
Wiesbaden
VS Verlag für Sozialwissenschaften
1971
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Subjects: | |
Links: | https://doi.org/10.1007/978-3-663-02957-1 |
Item Description: | 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 |
Physical Description: | 1 Online-Ressource (82 S.) |
ISBN: | 9783663029571 9783663010449 |
DOI: | 10.1007/978-3-663-02957-1 |
Staff View
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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 | ||
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Record in the Search Index
DE-BY-TUM_katkey | 2080941 |
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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 |
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id | DE-604.BV042437916 |
illustrated | Not Illustrated |
indexdate | 2024-12-20T17:11:14Z |
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 |
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 |
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