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Sökning: WFRF:(Hansson Johan 1964 ) > (2020-2024) > Nondestructive Test...

Nondestructive Testing of Timber Prior to Sawing Using Finite Element Models Based on X-ray Computed Tomography Data - A Preliminary Study

Huber, Johannes Albert Josef, 1989- (författare)
Luleå tekniska universitet,Träteknik
Broman, Olof (författare)
Luleå tekniska universitet,Träteknik
Oja, Johan (författare)
Luleå tekniska universitet,Träteknik
visa fler...
Hansson, Lars, 1964- (författare)
Department of Ocean Operations and Civil Engineering, Norwegian University of Science and Technology, Ålesund, Norway
Ekevad, Mats, 1956- (författare)
Luleå tekniska universitet,Träteknik
visa färre...
 (creator_code:org_t)
Madison, WI, USA : United States Department of Agriculture, 2022
2022
Engelska.
Ingår i: Proceedings: 22nd International Nondestructive Testing and Evaluation of Wood Symposium. - Madison, WI, USA : United States Department of Agriculture. ; , s. 200-200
  • Konferensbidrag (övrigt vetenskapligt/konstnärligt)
Abstract Ämnesord
Stäng  
  • X-ray computed tomography (CT) of wood delivers internal density data of a scanned object, where, depending on the resolution, internal features like the pith, annual rings and knots can be identified. Some sawmills use CT scanners in front of the saw line to determine the optimal positioning of the log in the saw, to maximise the value yield of the sawn products. We envision that the gathered CT data also could be used for mechanical evaluations of the timber using numerical models of boards prior to sawing. In a recent study by the authors, a method was developed to create 3D and 1D finite element (FE) models based on CT scans of dried sawn timber, which could predict bending stiffness and strength in bending simulations with high accuracy. The objective of the present study is to explore how the method can be adapted to CT scans of logs before sawing. Our preliminary study was based on CT data of green Norway Spruce logs and the corresponding scans of dried sawn timber. The stiffness and strength were evaluated using four-point bending tests. Additionally, the resonance frequency of the logs was recorded. The corresponding volume of each piece of sawn timber was extracted from the log data and an FE model was created. The model accounted for the pith, the annual rings, the knots, and the local fibre deviations around knots. Various laws for local stiffness and different failure criteria were tested. The study showed how FE models of virtual pieces of sawn timber can be created from CT data and what obstacles need to be overcome for further development of the presented method. The results indicated that more detailed evaluations of the relationship between local stiffness and density may be required, in specific for knots and for wood in green state.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Maskinteknik -- Annan maskinteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Mechanical Engineering -- Other Mechanical Engineering (hsv//eng)

Nyckelord

strength prediction
virtual grading
numerical modelling
sawmill optimisation
Träteknik
Wood Science and Engineering

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Huber, Johannes ...
Broman, Olof
Oja, Johan
Hansson, Lars, 1 ...
Ekevad, Mats, 19 ...
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