Dowel design of the shear plate dowel joint

2020 ◽  
Vol 209 ◽  
pp. 110296
Author(s):  
Gustaf Larsson ◽  
Erik Serrano ◽  
Per Johan Gustafsson ◽  
Henrik Danielsson
Keyword(s):  
Shear Plate ◽  
Dowel Joint

scholarly journals Duration of load behaviour of a glued shear plate dowel joint

2019 ◽  
Vol 78 (1) ◽  
pp. 5-15
Author(s):  
Gustaf Larsson ◽  
Per Johan Gustafsson ◽  
Erik Serrano ◽  
Roberto Crocetti
Keyword(s):  
Large Diameter ◽  
Shear Loading ◽  
Load Level ◽  
Reduction Factor ◽  
Bond Line ◽  
Steel Plates ◽  
Shear Plate ◽  
Load Effects ◽  
Dowel Joint ◽  
Duration Of Load

Abstract An experimental study on the duration of load effects in a glued shear plate dowel joint was conducted. The joint design features a single large diameter dowel for load transfers between members, via external steel plates, which are bonded to the timber with a low stiffness bond line. Due to the low bond line stiffness, the timber element is subjected to a close to uniform shear stress distribution over the bond area. The study comprises a total of 80 test specimens loaded in shear, both parallel and perpendicular to the grain, at three load levels in the range of 50–80% of the short-term failure load. All specimens failed within approximately 110 days in outdoor sheltered conditions during which time deformations were recorded for one specimen of each type and load level. The study found a significantly larger influence of duration of load for this dominant shear action than what is reported in the literature for bending tests. The method of ranked stress was used to determine a suggested reduction factor kmod for the shear plate dowel joint to 0.10 and 0.30 for parallel and perpendicular loading, respectively. This is a rough estimate based upon a 50-year extrapolation of 4-month data. Thus, it must be concluded that the studied shear plate dowel joint is not efficient in terms of long-duration loads in outdoor sheltered climate, and that further studies are needed in order to verify the use in other climates. It is also evident in this study that there is a lack of knowledge and empirical evidence on the duration of load effects in timber for shear loading.

scholarly journals Emissivity change in pressure-shear plate impact experiment

2020 ◽  
Author(s):  
T. Jiao ◽  
P. Malhotra ◽  
R. J. Clifton
Keyword(s):  
Plate Impact ◽  
Shear Plate ◽  
Impact Experiment

On pressure-shear plate impact for studying the kinetics of stress-induced phase transformations

1993 ◽  
Vol 170 (1-2) ◽  
pp. 125-142 ◽  
Author(s):  
J.C. Escobar ◽  
R.J. Clifton
Keyword(s):  
Phase Transformations ◽  
Plate Impact ◽  
Shear Plate ◽  
Kinetics Of

Computation of discretization error bounds on the fatigue damage of a shear plate

2020 ◽  
pp. 717-725
Author(s):  
L. Mell ◽  
V. Rey ◽  
F. Schoefs ◽  
B. Rocher
Keyword(s):  
Fatigue Damage ◽  
Error Bounds ◽  
Discretization Error ◽  
Shear Plate

scholarly journals Heterodyne diffracted beam photonic Doppler velocimeter (DPDV) for measurement of transverse and normal particle velocities in pressure-shear plate impact experiments

2018 ◽  
Author(s):  
Michael Mello ◽  
Christian Kettenbeil ◽  
Moriah Bischann ◽  
Guruswami Ravichandran
Keyword(s):  
Plate Impact ◽  
Shear Plate ◽  
Normal Particle ◽  
Particle Velocities ◽  
Impact Experiments

Pressure-Shear Plate Impact Experiments at High Pressures

2020 ◽  
Vol 6 (4) ◽  
pp. 489-501
Author(s):  
C. Kettenbeil ◽  
Z. Lovinger ◽  
S. Ravindran ◽  
M. Mello ◽  
G. Ravichandran
Keyword(s):  
High Pressures ◽  
Plate Impact ◽  
Shear Plate ◽  
Impact Experiments

High-temperature pressure-shear plate impact studies on OFHC copper and pure WC

1998 ◽  
Author(s):  
K. J. Frutschy ◽  
R. J. Clifton ◽  
M. Mello
Keyword(s):  
High Temperature ◽  
Ofhc Copper ◽  
Plate Impact ◽  
Impact Studies ◽  
Shear Plate

scholarly journals Dynamic flow stress of pure polycrystalline aluminum: Pressure-shear plate impact experiments and extension of dislocation-based modeling to large strains

2021 ◽  
Vol 146 ◽  
pp. 104185
Author(s):  
Bryan Zuanetti ◽  
Darby J. Luscher ◽  
Kyle Ramos ◽  
Cynthia Bolme ◽  
Vikas Prakash
Keyword(s):  
Flow Stress ◽  
Large Strains ◽  
Dynamic Flow ◽  
Plate Impact ◽  
Polycrystalline Aluminum ◽  
Shear Plate ◽  
Impact Experiments

Short-term performance of the HSB® shear plate-type connector for timber–concrete composite beams

2012 ◽  
Vol 30 ◽  
pp. 455-462 ◽  
Author(s):  
Jose L. Fernandez-Cabo ◽  
Francisco Arriaga ◽  
Almudena Majano-Majano ◽  
Guillermo Iñiguez-González
Keyword(s):  
Composite Beams ◽  
Short Term ◽  
Shear Plate ◽  
Term Performance ◽  
Plate Type
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