Steel-to-timber joints of beech-lvl with very high strength steel dowels

A. Misconel; M. Ballerini; Jan Willem G Van De Kuilen

Steel-to-timber joints of beech-lvl with very high strength steel dowels

A. Misconel, M. Ballerini, Jan Willem G Van De Kuilen

Steel & Composite Structures

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

8 Citations (Scopus)

569 Downloads (Pure)

Abstract

Double-shear steel-to-timber joints of beech laminated veneer lumber (LVL) with slotted-in steel plates using very high strength steel (VHSS) dowels have been investigated. Tensile tests on full-scale joints with one, two, three and six dowels have been carried out, using both VHSS and mild steel dowels. The goal of the research was to investigate the mechanical behaviour of joints of beech-LVL, with regard to load-carrying capacity (LCC), ductility, stiffness; and to find out whether the current design rules of Eurocode 5 are suitable for LVL and VHSS steels. Other examined aspects were the effect of multiple fasteners in a row and the influence of fastener steel grade. Tests showed higher values of joints with VHSS dowels, characterized generally by low scatter. The prediction ability of Eurocode 5 has been found to be inadequate and too conservative. A proposal for improvement is included.

Original language	English
Title of host publication	WCTE 2016 - World Conference on Timber Engineering
Editors	J. Eberhardsteiner, W. Winter, A. Fadai, M. Pöll
Publisher	Vienna University of Technoclogy
Pages	269-276
ISBN (Electronic)	978-390303900-1
ISBN (Print)	978-3-903024-35-9
Publication status	Published - 2016
Event	World Conference on Timber Engineering - Vienna, Austria Duration: 22 Aug 2016 → 25 Aug 2016 http://wcte2016.conf.tuwien.ac.at/home/

Conference

Conference	World Conference on Timber Engineering
Abbreviated title	WCTE 2016
Country/Territory	Austria
City	Vienna
Period	22/08/16 → 25/08/16
Internet address	http://wcte2016.conf.tuwien.ac.at/home/

Keywords

Beech LVL
Baubuche
double shear timber joint
timber connections
very high strength steel
dowels
effective number of fasteners
bending capacity
yield moment
embedment strength

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1528440Final published version, 973 KBLicence: CC BY

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title = "Steel-to-timber joints of beech-lvl with very high strength steel dowels",

abstract = "Double-shear steel-to-timber joints of beech laminated veneer lumber (LVL) with slotted-in steel plates using very high strength steel (VHSS) dowels have been investigated. Tensile tests on full-scale joints with one, two, three and six dowels have been carried out, using both VHSS and mild steel dowels. The goal of the research was to investigate the mechanical behaviour of joints of beech-LVL, with regard to load-carrying capacity (LCC), ductility, stiffness; and to find out whether the current design rules of Eurocode 5 are suitable for LVL and VHSS steels. Other examined aspects were the effect of multiple fasteners in a row and the influence of fastener steel grade. Tests showed higher values of joints with VHSS dowels, characterized generally by low scatter. The prediction ability of Eurocode 5 has been found to be inadequate and too conservative. A proposal for improvement is included. ",

keywords = "Beech LVL, Baubuche, double shear timber joint, timber connections, very high strength steel, dowels, effective number of fasteners, bending capacity, yield moment, embedment strength",

author = "A. Misconel and M. Ballerini and {Van De Kuilen}, {Jan Willem G}",

year = "2016",

language = "English",

isbn = "978-3-903024-35-9",

pages = "269--276",

editor = "J. Eberhardsteiner and W. Winter and A. Fadai and M. P{\"o}ll",

booktitle = "WCTE 2016 - World Conference on Timber Engineering",

publisher = "Vienna University of Technoclogy",

note = "World Conference on Timber Engineering, WCTE 2016 ; Conference date: 22-08-2016 Through 25-08-2016",

url = "http://wcte2016.conf.tuwien.ac.at/home/",

}

Steel-to-timber joints of beech-lvl with very high strength steel dowels. / Misconel, A.; Ballerini, M.; Van De Kuilen, Jan Willem G.
WCTE 2016 - World Conference on Timber Engineering. ed. / J. Eberhardsteiner; W. Winter; A. Fadai; M. Pöll. Vienna University of Technoclogy, 2016. p. 269-276.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Steel-to-timber joints of beech-lvl with very high strength steel dowels

AU - Misconel, A.

AU - Ballerini, M.

AU - Van De Kuilen, Jan Willem G

PY - 2016

Y1 - 2016

N2 - Double-shear steel-to-timber joints of beech laminated veneer lumber (LVL) with slotted-in steel plates using very high strength steel (VHSS) dowels have been investigated. Tensile tests on full-scale joints with one, two, three and six dowels have been carried out, using both VHSS and mild steel dowels. The goal of the research was to investigate the mechanical behaviour of joints of beech-LVL, with regard to load-carrying capacity (LCC), ductility, stiffness; and to find out whether the current design rules of Eurocode 5 are suitable for LVL and VHSS steels. Other examined aspects were the effect of multiple fasteners in a row and the influence of fastener steel grade. Tests showed higher values of joints with VHSS dowels, characterized generally by low scatter. The prediction ability of Eurocode 5 has been found to be inadequate and too conservative. A proposal for improvement is included.

AB - Double-shear steel-to-timber joints of beech laminated veneer lumber (LVL) with slotted-in steel plates using very high strength steel (VHSS) dowels have been investigated. Tensile tests on full-scale joints with one, two, three and six dowels have been carried out, using both VHSS and mild steel dowels. The goal of the research was to investigate the mechanical behaviour of joints of beech-LVL, with regard to load-carrying capacity (LCC), ductility, stiffness; and to find out whether the current design rules of Eurocode 5 are suitable for LVL and VHSS steels. Other examined aspects were the effect of multiple fasteners in a row and the influence of fastener steel grade. Tests showed higher values of joints with VHSS dowels, characterized generally by low scatter. The prediction ability of Eurocode 5 has been found to be inadequate and too conservative. A proposal for improvement is included.

KW - Beech LVL

KW - Baubuche

KW - double shear timber joint

KW - timber connections

KW - very high strength steel

KW - dowels

KW - effective number of fasteners

KW - bending capacity

KW - yield moment

KW - embedment strength

UR - http://resolver.tudelft.nl/uuid:205d2e20-9018-4ff2-8c3b-9442e1034e11

M3 - Conference contribution

SN - 978-3-903024-35-9

SP - 269

EP - 276

BT - WCTE 2016 - World Conference on Timber Engineering

A2 - Eberhardsteiner, J.

A2 - Winter, W.

A2 - Fadai, A.

A2 - Pöll, M.

PB - Vienna University of Technoclogy

T2 - World Conference on Timber Engineering

Y2 - 22 August 2016 through 25 August 2016

ER -

Steel-to-timber joints of beech-lvl with very high strength steel dowels

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Keywords

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