Cited by 57Wood Treatment and PropertiesStructural Engineering and Materials AnalysisBamboo properties and applications

Modelling of the mechanical properties of Castanea sativa Mill. structural timber by a combination of non-destructive variables and visual grading parameters

Vega, Abel, Dieste, Andrés, Guaita, Manuel, Majada, Juan, Baño, Vanessa·2012·European Journal of Wood and Wood Products

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Crossref · 10.1007/s00107-012-0626-7

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  • Non-destructive testing techniques are commonly used to estimate the mechanical properties of standing trees, logs, sawn timber and to evaluate existing timber structures.

    “Non-destructive testing (NDT) techniques are commonly used to estimate the mechanical properties of standing trees, logs, sawn timber and to evaluate existing timber structures [25 -32].”
  • In previous studies, inclusion of knottiness parameters (CKDR) in the model increased the models R2.

    “In previous studies, inclusion of knottiness parameters (CKDR) in the model increased the models R 2 [27,30]”

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Authors
Vega, A., Dieste, A., Guaita, M., Majada, J., & Baño, V.
Corresponding author
Vega, Abel
Venue
European Journal of Wood and Wood Products
Published
2012-06-29
Volume
70
Issue
6
Pages
839-844
ISSN
  • 0018-3768 (ISSN-L)
  • 1436-736X
OpenAlex
W12498226
Cited by
57
References
0
Citations by year
2026: 3 · 2025: 4 · 2024: 4 · 2023: 5 · 2022: 1 · 2021: 5 · 2020: 6 · 2019: 7 · 2018: 4 · 2017: 3 · 2016: 3 · 2015: 6 · 2014: 2 · 2013: 4
FWCI
7.24
Type
journal article
Language
en
Open access
closed
Locations
European Journal of Wood and Wood Products (publishedVersion)
Topics
  • Physical Sciences › Engineering › Building and Construction › Wood Treatment and Properties
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Materials Analysis
  • Life Sciences › Agricultural and Biological Sciences › Plant Science › Bamboo properties and applications
Keywords
Castanea sativa, elastic modulus, flexural strength, non-destructive testing, ultrasonic velocity, density, visual grading, knots, dynamic modulus of elasticity, mechanical property prediction, structural timber

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