The reuse and recycling of timber are crucial for a circular economy, but barriers like insufficient information and concerns about material quality hinder their industrial-scale implementation. Uncertainty about mechanical properties often leads to downcycling and CO2 release. Circular practices involve cascading reuse of timber, but downcycling occurs at each step, leading to waste. To maintain carbon storage, reclaimed timber should be used with maximum integrity, like in load-bearing beams. Non-destructive assessment methods for reclaimed timber face challenges due to variations in origin, age, and wear conditions. X-ray computed tomography (CT) scanning in conjunction with computational mechanics provides a means to structurally assess wood based on its internal density distribution. In this paper, a modelling pipeline is proposed using CT-based finite element analysis to assess the quality of reclaimed timber elements. The pipeline is part of an ongoing investigation where timber stiffness and strength are evaluated both destructively and non-destructively using various measurement modalities. Accurate non-destructive assessment of the mechanical properties of reclaimed timber could optimize its use and enable repeated reuse. In subsequent research, the pipeline will be validated and simplified to aim for practical application.

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Non-Destructive Assessment of Reclaimed Timber Elements Using CT Scanning: Methods and Computational Modelling Framework

  • Martin Tamke,
  • Tom Svilans,
  • Johannes A. J. Huber,
  • Wendy Wuyts,
  • Mette Ramsgaard Thomsen

摘要

The reuse and recycling of timber are crucial for a circular economy, but barriers like insufficient information and concerns about material quality hinder their industrial-scale implementation. Uncertainty about mechanical properties often leads to downcycling and CO2 release. Circular practices involve cascading reuse of timber, but downcycling occurs at each step, leading to waste. To maintain carbon storage, reclaimed timber should be used with maximum integrity, like in load-bearing beams. Non-destructive assessment methods for reclaimed timber face challenges due to variations in origin, age, and wear conditions. X-ray computed tomography (CT) scanning in conjunction with computational mechanics provides a means to structurally assess wood based on its internal density distribution. In this paper, a modelling pipeline is proposed using CT-based finite element analysis to assess the quality of reclaimed timber elements. The pipeline is part of an ongoing investigation where timber stiffness and strength are evaluated both destructively and non-destructively using various measurement modalities. Accurate non-destructive assessment of the mechanical properties of reclaimed timber could optimize its use and enable repeated reuse. In subsequent research, the pipeline will be validated and simplified to aim for practical application.