Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer

Design of joints of LVL elements with glued-in steel rods and metal connectors is considered as semi-rigid connection and requires taking of account the compliance. A comparative analysis of the test results of the beams with a metal connector and glued-in steel rods as well as solid beams is made i...

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Main Authors: Andrii Bidakov, Evhenyi Raspopov, Oksana Pustovoitova
Format: Article
Language:English
Published: Poltava National Technical Yuri Kondratyuk University 2018-10-01
Series:Збірник наукових праць: Серія: Галузеве машинобудування, будівництво
Subjects:
Online Access:http://journals.nupp.edu.ua/znp/article/view/1315
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author Andrii Bidakov
Evhenyi Raspopov
Oksana Pustovoitova
author_facet Andrii Bidakov
Evhenyi Raspopov
Oksana Pustovoitova
author_sort Andrii Bidakov
collection DOAJ
description Design of joints of LVL elements with glued-in steel rods and metal connectors is considered as semi-rigid connection and requires taking of account the compliance. A comparative analysis of the test results of the beams with a metal connector and glued-in steel rods as well as solid beams is made in the paper. Design method of glued-in rods in LVL is proposed and taken into account failure mode. It allows reducing the distance between the axes of the rods as well as the distance from the rod axіs to the edges in the cross section of the beam and increasing the joint strength.
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publisher Poltava National Technical Yuri Kondratyuk University
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series Збірник наукових праць: Серія: Галузеве машинобудування, будівництво
spelling doaj.art-14a5ea9a5bfb4d44b48c724426d2711b2022-12-22T01:56:37ZengPoltava National Technical Yuri Kondratyuk UniversityЗбірник наукових праць: Серія: Галузеве машинобудування, будівництво2409-90742518-11062018-10-0125119620110.26906/znp.2018.51.13151315Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneerAndrii Bidakov0Evhenyi Raspopov1Oksana Pustovoitova2O.M.Beketov National University of Urban Economy in KharkivO.M.Beketov National University of Urban Economy in KharkivO.M.Beketov National University of Urban Economy in KharkivDesign of joints of LVL elements with glued-in steel rods and metal connectors is considered as semi-rigid connection and requires taking of account the compliance. A comparative analysis of the test results of the beams with a metal connector and glued-in steel rods as well as solid beams is made in the paper. Design method of glued-in rods in LVL is proposed and taken into account failure mode. It allows reducing the distance between the axes of the rods as well as the distance from the rod axіs to the edges in the cross section of the beam and increasing the joint strength.http://journals.nupp.edu.ua/znp/article/view/1315glued-in steel rodssemi-rigid connectionlaminated veneer lumber (ultralam – r)axes and edge distance, model of rupturetwo-side fixing
spellingShingle Andrii Bidakov
Evhenyi Raspopov
Oksana Pustovoitova
Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer
Збірник наукових праць: Серія: Галузеве машинобудування, будівництво
glued-in steel rods
semi-rigid connection
laminated veneer lumber (ultralam – r)
axes and edge distance, model of rupture
two-side fixing
title Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer
title_full Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer
title_fullStr Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer
title_full_unstemmed Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer
title_short Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer
title_sort specificity of strength calculation for glued in steel rods in lvl with unidirectional veneer
topic glued-in steel rods
semi-rigid connection
laminated veneer lumber (ultralam – r)
axes and edge distance, model of rupture
two-side fixing
url http://journals.nupp.edu.ua/znp/article/view/1315
work_keys_str_mv AT andriibidakov specificityofstrengthcalculationforgluedinsteelrodsinlvlwithunidirectionalveneer
AT evhenyiraspopov specificityofstrengthcalculationforgluedinsteelrodsinlvlwithunidirectionalveneer
AT oksanapustovoitova specificityofstrengthcalculationforgluedinsteelrodsinlvlwithunidirectionalveneer