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Linear Viscoelastic Wood Creep Models.

Tomasz Socha1, Krzysztof Kula1, Arkadiusz Denisiewicz1

  • 1Institute of Civil Engineering, Faculty of Engineering and Technical Sciences, University of Zielona Góra, ul. Prof. Z. Szafrana 1, PL-65516 Zielona Góra, Poland.

Materials (Basel, Switzerland)
|December 11, 2025
PubMed
Summary
This summary is machine-generated.

A six-parameter rheological model accurately describes wooden beam creep under multistage loading. Simpler models fail to capture wood

Keywords:
experimental verificationlong-term multistage loadingmodel identificationpine (Pinus sylvestris) wood beamssix-parameter modelwood rheology

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Area of Science:

  • Materials Science
  • Wood Mechanics
  • Rheology

Background:

  • Wooden beams exhibit complex viscoelastic behavior under load.
  • Accurate rheological models are crucial for predicting long-term performance.
  • Existing simple models inadequately describe wood creep, especially under varying loads.

Purpose of the Study:

  • To identify the optimal linear viscoelastic rheological model for wooden beams.
  • To evaluate the performance of different rheological models under multistage loading.
  • To determine the necessary model complexity for accurate wood creep prediction.

Main Methods:

  • Experimental testing of full-size pine wood beams.
  • Application of a long-term, multistage loading program.
  • Comparison of three-, four-, five-, and six-parameter rheological models.

Main Results:

  • Three- and four-parameter models are insufficient for wood creep.
  • A five-parameter model adequately describes creep under constant load.
  • A six-parameter model perfectly fits experimental data for multistage loading.

Conclusions:

  • A six-parameter rheological model is essential for accurately describing wood creep under multistage loading conditions.
  • Multistage loading experiments are critical for robust model verification.
  • The complexity of the rheological model must match the loading conditions for reliable predictions.