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Dowel deformations in multi-dowel LVL-connections under moment loading

Bader, Thomas K., 1980- (författare)
Linnéuniversitetet,Institutionen för byggteknik (BY),Vienna University of Technology, Austria
Schweigler, Michael (författare)
Vienna University of Technology, Austria
Hochreiner, Georg (författare)
Vienna University of Technology, Austria
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Serrano, Erik, 1968- (författare)
Lund University,Lunds universitet,Byggnadsmekanik,Institutionen för byggvetenskaper,Institutioner vid LTH,Lunds Tekniska Högskola,Structural Mechanics,Department of Construction Sciences,Departments at LTH,Faculty of Engineering, LTH,Lund University, Sweden
Enquist, Bertil, 1948- (författare)
Linnéuniversitetet,Institutionen för byggteknik (BY)
Dorn, Michael, 1978- (författare)
Linnéuniversitetet,Institutionen för byggteknik (BY)
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 (creator_code:org_t)
2015-08-17
2015
Engelska.
Ingår i: Wood Material Science & Engineering. - : Taylor & Francis. - 1748-0272 .- 1748-0280. ; 10:3, s. 216-231
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
Stäng  
  • The aim of the experimental study presented herein is the assessment and quantification of the behavior of individual dowels in multi-dowel connections loaded by a bending moment. For this purpose, double-shear, steel-to-timber connections with nine steel dowels arranged in different patterns and with different dowel diameters were tested in four-point bending. In order to achieve a ductile behavior with up to 7° relative rotation, the connections were partly reinforced with self-tapping screws. The reinforcement did not influence the global load–deformation behavior, neither for dowel diameters of 12 mm nor for 20 mm, as long as cracking was not decisive. The deformation of the individual dowels was studied by means of a non-contact deformation measurement system. Thus, the crushing deformation, that is, the deformation at the steel plate, and the bending deformation of the dowels could be quantified. In the case of 12 mm dowels, the bending deformation was larger than the crushing deformation, while it was smaller in the case of 20 mm dowels. Moreover, dowels loaded parallel to the grain showed larger bending deformations than dowels loaded perpendicular to the grain. This indicates that the loading of the individual dowels in the connection differs depending on their location.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Husbyggnad (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Building Technologies (hsv//eng)

Nyckelord

bending moment
Dowel connection
ductility
load distribution
reinforcement
timber
Bending moments
Crushing
Deformation
Fasteners
Deformation behavior
Four point bending
Load distributions
Parallel to the grains
Relative rotation
Self-tapping screws
Timber connections
Bending (deformation)
Byggteknik
Civil engineering
Dowel connection
bending moment
load distribution
timber
ductility
reinforcement

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