Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau

A high capacity adhesively bonded joint of hollow sections in steel construction is developed in the scope of this thesis. In particular, the boundary conditions and requirements of the building industry are considered. The load-bearing behaviour of the adhesively bonded joints is determined and ana...

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Main Author: Albiez, Matthias Friedrich
Format: Online
Language:German
Published: KIT Scientific Publishing 2021
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Online Access:34465
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author Albiez, Matthias Friedrich
author_browse Albiez, Matthias Friedrich
author_facet Albiez, Matthias Friedrich
author_sort Albiez, Matthias Friedrich
collection Directory of Open Access Books
description A high capacity adhesively bonded joint of hollow sections in steel construction is developed in the scope of this thesis. In particular, the boundary conditions and requirements of the building industry are considered. The load-bearing behaviour of the adhesively bonded joints is determined and analysed with experimental and numerical investigations. The development and validation of a method to predict the load-bearing capacity of adhesively bonded joints emphasises additional features.
format Online
id doab-20.500.12854ir-62980
institution Directory of Open Access Books
language ger
publishDate 2021
publishDateRange 2021
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publisher KIT Scientific Publishing
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spelling doab-20.500.12854ir-629802024-04-09T23:16:32Z Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau Albiez, Matthias Friedrich T1-995 Stahlbau Bemessung hollow section Kleben adhesive bonding dimensioning probabilistic method Probabilistiksteel construction Hohlprofil thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues A high capacity adhesively bonded joint of hollow sections in steel construction is developed in the scope of this thesis. In particular, the boundary conditions and requirements of the building industry are considered. The load-bearing behaviour of the adhesively bonded joints is determined and analysed with experimental and numerical investigations. The development and validation of a method to predict the load-bearing capacity of adhesively bonded joints emphasises additional features. 2021-02-12T09:03:16Z 2021-02-12T09:03:16Z 2019-07-30 20:01:58 2016 book 34465 21987912 9783731505617 https://directory.doabooks.org/handle/20.500.12854/62980 ger Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau image/jpeg Attribution-ShareAlike 4.0 International https://www.ksp.kit.edu/9783731505617 KIT Scientific Publishing 10.5445/KSP/1000057648 10.5445/KSP/1000057648 68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2 9783731505617 XIII, 219 p. open access
spellingShingle T1-995
Stahlbau
Bemessung
hollow section
Kleben
adhesive bonding
dimensioning
probabilistic method
Probabilistiksteel construction
Hohlprofil
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
Albiez, Matthias Friedrich
Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
title Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
title_full Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
title_fullStr Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
title_full_unstemmed Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
title_short Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
title_sort zur statischen tragfahigkeit geklebter kreishohlprofilverbindungen im stahlbau
topic T1-995
Stahlbau
Bemessung
hollow section
Kleben
adhesive bonding
dimensioning
probabilistic method
Probabilistiksteel construction
Hohlprofil
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
topic_facet T1-995
Stahlbau
Bemessung
hollow section
Kleben
adhesive bonding
dimensioning
probabilistic method
Probabilistiksteel construction
Hohlprofil
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
url 34465
work_keys_str_mv AT albiezmatthiasfriedrich zurstatischentragfahigkeitgeklebterkreishohlprofilverbindungenimstahlbau