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