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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Main Authors: Hartmut Pasternak, Samer Sahellie
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2016-05-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/1370
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spelling 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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