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Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints

    Hartmut Pasternak Affiliation
    ; Samer Sahellie Affiliation

Abstract

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.

Keyword : structural adhesives, steel joints, partial factors, conversion factors, temperature effects, Bayesian method

How to Cite
Pasternak, H., & Sahellie, S. (2016). Conversion factors of the temperature effect on the shear strength of adhesively-bonded steel joints. Journal of Civil Engineering and Management, 22(5), 666-672. https://doi.org/10.3846/13923730.2015.1068848
Published in Issue
May 17, 2016
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This work is licensed under a Creative Commons Attribution 4.0 International License.