Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips

Numerical analyses represent a useful structure-dimensioning tool and are indispensable for the analyses of structures featuring varied materials or complex geometric layouts. Modelling reinforced structures by gluing their elements is complicated as frequently at least two elements, made of differe...

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Main Authors: Kowal Maciej, Hypki Mateusz
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:ITM Web of Conferences
Online Access:https://doi.org/10.1051/itmconf/20171507007
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spelling doaj-5fed4e506a41401b80248d1c3502fb252021-02-02T03:45:57ZengEDP SciencesITM Web of Conferences2271-20972017-01-01150700710.1051/itmconf/20171507007itmconf_cmes-17_07007Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP stripsKowal MaciejHypki MateuszNumerical analyses represent a useful structure-dimensioning tool and are indispensable for the analyses of structures featuring varied materials or complex geometric layouts. Modelling reinforced structures by gluing their elements is complicated as frequently at least two elements, made of different materials, are joined. This influences their behaviour under a load. Numerical analyses can provide invaluable support in this respect. To compare the laboratory test results obtained by the authors referring to reinforcing bent steel I-beams with adhesive-bonded composite-CFRP strips, and theoretical analyses (which are not the subject of this study), a preliminary FEM analysis was carried out. FEM analysis models were created with the same geometries and material parameters of the strengthening composite strip, the adhesive, and the reinforced I-beam, as in the laboratory tests. The distribution of stresses along the bond end, and their maximum values at the strip end, were specified in detail. ABAQUS®6.12-3 software was used to verify the results. The compliance of the FEM analysis with the laboratory measurements was confirmed in terms of the identified values and shearing-stress diagrams.https://doi.org/10.1051/itmconf/20171507007
collection DOAJ
language English
format Article
sources DOAJ
author Kowal Maciej
Hypki Mateusz
spellingShingle Kowal Maciej
Hypki Mateusz
Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips
ITM Web of Conferences
author_facet Kowal Maciej
Hypki Mateusz
author_sort Kowal Maciej
title Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips
title_short Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips
title_full Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips
title_fullStr Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips
title_full_unstemmed Numerical analyses of adhesive-bonded joints in steel I-beams reinforced with CFRP strips
title_sort numerical analyses of adhesive-bonded joints in steel i-beams reinforced with cfrp strips
publisher EDP Sciences
series ITM Web of Conferences
issn 2271-2097
publishDate 2017-01-01
description Numerical analyses represent a useful structure-dimensioning tool and are indispensable for the analyses of structures featuring varied materials or complex geometric layouts. Modelling reinforced structures by gluing their elements is complicated as frequently at least two elements, made of different materials, are joined. This influences their behaviour under a load. Numerical analyses can provide invaluable support in this respect. To compare the laboratory test results obtained by the authors referring to reinforcing bent steel I-beams with adhesive-bonded composite-CFRP strips, and theoretical analyses (which are not the subject of this study), a preliminary FEM analysis was carried out. FEM analysis models were created with the same geometries and material parameters of the strengthening composite strip, the adhesive, and the reinforced I-beam, as in the laboratory tests. The distribution of stresses along the bond end, and their maximum values at the strip end, were specified in detail. ABAQUS®6.12-3 software was used to verify the results. The compliance of the FEM analysis with the laboratory measurements was confirmed in terms of the identified values and shearing-stress diagrams.
url https://doi.org/10.1051/itmconf/20171507007
work_keys_str_mv AT kowalmaciej numericalanalysesofadhesivebondedjointsinsteelibeamsreinforcedwithcfrpstrips
AT hypkimateusz numericalanalysesofadhesivebondedjointsinsteelibeamsreinforcedwithcfrpstrips
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