Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints
This paper presents the investigations on lap shear galvanized steel joints bonded by two structural adhesives (acrylic and epoxy) with two thicknesses of the bondline. The effect of the temperature on the shear strength of the adhesives when the joints are short-term-loaded is the main objective...
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Vilnius Gediminas Technical University
2016-05-01
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Series: | Journal of Civil Engineering and Management |
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Online Access: | http://journals.vgtu.lt/index.php/JCEM/article/view/1370 |
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doaj-64ca38acda86481780c3cf7b0e9814b42021-07-02T01:49:38ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052016-05-0122510.3846/13923730.2015.1068848Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel jointsHartmut Pasternak0Samer Sahellie1Department of steel and timber constructions, Faculty of Architecture, Civil Engineering and Urban Planning, Brandenburg University of Technology, K.-Wachsmann-Allee 2, 03046 Cottbus, GermanyDepartment of steel and timber constructions, Faculty of Architecture, Civil Engineering and Urban Planning, Brandenburg University of Technology, K.-Wachsmann-Allee 2, 03046 Cottbus, Germany This paper presents the investigations on lap shear galvanized steel joints bonded by two structural adhesives (acrylic and epoxy) with two thicknesses of the bondline. The effect of the temperature on the shear strength of the adhesives when the joints are short-term-loaded is the main objective of the investigations. The partial factors of the limit states as well as the conversion factors that cover the use conditions and circumstances and particularly the temperature influence, within a temperature range from –20 °C to +40 °C, are proposed. These factors are proposed by two methods commonly used in the respective standards; the direct evaluation method and prediction model-based method. A comparison between the results obtained by these methods is presented. http://journals.vgtu.lt/index.php/JCEM/article/view/1370structural adhesivessteel jointspartial factorsconversion factorstemperature effectsBayesian method |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Hartmut Pasternak Samer Sahellie |
spellingShingle |
Hartmut Pasternak Samer Sahellie Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints Journal of Civil Engineering and Management structural adhesives steel joints partial factors conversion factors temperature effects Bayesian method |
author_facet |
Hartmut Pasternak Samer Sahellie |
author_sort |
Hartmut Pasternak |
title |
Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints |
title_short |
Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints |
title_full |
Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints |
title_fullStr |
Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints |
title_full_unstemmed |
Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints |
title_sort |
conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints |
publisher |
Vilnius Gediminas Technical University |
series |
Journal of Civil Engineering and Management |
issn |
1392-3730 1822-3605 |
publishDate |
2016-05-01 |
description |
This paper presents the investigations on lap shear galvanized steel joints bonded by two structural adhesives (acrylic and epoxy) with two thicknesses of the bondline. The effect of the temperature on the shear strength of the adhesives when the joints are short-term-loaded is the main objective of the investigations. The partial factors of the limit states as well as the conversion factors that cover the use conditions and circumstances and particularly the temperature influence, within a temperature range from –20 °C to +40 °C, are proposed. These factors are proposed by two methods commonly used in the respective standards; the direct evaluation method and prediction model-based method. A comparison between the results obtained by these methods is presented.
|
topic |
structural adhesives steel joints partial factors conversion factors temperature effects Bayesian method |
url |
http://journals.vgtu.lt/index.php/JCEM/article/view/1370 |
work_keys_str_mv |
AT hartmutpasternak conversionfactorsofthetemperatureeffectontheshearstrengthofadhesivelybondedsteeljoints AT samersahellie conversionfactorsofthetemperatureeffectontheshearstrengthofadhesivelybondedsteeljoints |
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1721344286298996736 |