Cited by 24Wood Treatment and PropertiesStructural Engineering and Materials AnalysisCivil and Structural Engineering Research

Predicting the density of structural timber members in service. The combine use of wood cores and drill resistance data

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Morales-Condea, M. J., Rodríguez-Liñán, C., Saporiti-Machado, J.·2014·Materiales de Construcción

Abstract

Drilling devices is used to get information about the cross-section properties and internal defects of structural members. Drill resistance is correlated with density which is often used to predict the mechanical properties of timber elements. However in situ a regression curve cannot be obtained and pre-existent curves provides unreliable predictions. The present paper proposes a procedure for in situ “calibration” of drill resistance data. The “calibration” is based on density values from wood cores taken in the close vicinity of drill holes. Two approaches were tested. One approach based on a regression curve built using wood cores density and drill resistance values obtained from a limited number of members. The other approach uses the information of one wood core to “calibrate” the drill resistance profile taken at the same member. Following this procedure a density prediction is obtained showing a low mean percentage error and a medium coefficient of determination.

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  • Morales-Conde et al. [70] reported 0.70 R2 for recovered pine timber.

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    From Grading of recovered Norway spruce (Picea abies) timber for structural purposes (2023) · cites this paper as [70]

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Research works printed but not linked: 16

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  2. [2]2. Rinn, F.; Schweingruber, F-H.; Schär, E. (1996) Resistograph and X-ray density charts of wood. Comparative evaluation of drill resistance profiles and X-ray density charts for different wood species. Holzforschung, 50[4], 303–311. http://dx.doi.org/10.1515/hfsg.1996.50.4.303 · DOI
  3. [3]3. Fernadez-Golfin Seco, J.I.; Barra, M.R.D. (1996) Growth rate as predictor of density and mechanical quality of sawn timber from fast growing species. Holz als Roh- und Werkstoff, 54, 171–174. http://dx.doi.org/10.1007/s001070050161 · DOI
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  5. [5]5. Lourenço, P.; Feio, A.; Machado, J.S. (2007) Chestnut wood in compression perpendicular to the grain: Non-destructive correlations for test results in new and old wood. Construc. Build. Mat. 21, 1617–1627. http://dx.doi.org/10.1016/j.conbuildmat.2006.07.011 · DOI
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  12. [14]14. Lee Jun-Jae (2004) Reliability analysis of deteriorated post member. Procc 8th World Conference on Timber Engineering, 223–228.
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Authors
Morales-Condea, M. J., Rodríguez-Liñán, C., & Saporiti-Machado, J.
Affiliations
Universidad de Sevilla (ES)
Venue
Materiales de Construcción
Published
2014-09-30
Volume
64
Issue
315
Pages
e029
ISSN
  • 0465-2746 (ISSN-L)
  • 1988-3226
OpenAlex
W1837571720
Cited by
24
References
0
Citations by year
2026: 2 · 2025: 2 · 2024: 2 · 2023: 6 · 2022: 1 · 2021: 2 · 2020: 2 · 2019: 4 · 2017: 1 · 2015: 2
FWCI
1.48
Type
journal article
Language
en
Open access
Locations
  • Materiales de Construcción (publishedVersion, cc-by)
  • LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas) (publishedVersion, cc-by-nc-nd)
  • DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion)
  • DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
  • Deposito de Investigacion Universidad de Sevilla (University of Seville) (submittedVersion, cc-by-nc-nd)
Topics
  • Physical Sciences › Engineering › Building and Construction › Wood Treatment and Properties
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Materials Analysis
  • Physical Sciences › Engineering › Civil and Structural Engineering › Civil and Structural Engineering Research
Keywords
structural timber, wood density prediction, wood cores, in situ calibration, regression curves, internal defects, cross-sectional properties, non-destructive testing

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