Potential of strength grading of timber with combined measurement techniques: Report of the Combigrade-project - phase 1

Antti Hanhijärvi, Alpo Ranta-Maunus, Goran Turk

Research output: Book/ReportReport

Abstract

About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and sawn timber produced. Non-destructive measurements of logs and sawn timber were made by 15 organisations producing 40 different measured quantities for each test piece. Finally, test material was loaded to failure in bending, and grade determining properties (modulus of elasticity, bending strength and density) were measured. Degrees of determination were calculated between non-destructively measured indicators and grade determining properties. Also strength grading procedure determined by prEN 14081 was simulated numerically, and effectiveness of some potential grading methods was analysed. It was concluded that the coefficient of determination between strength and most non-destructive indicators was remarkably higher with pine than spruce. Especially knot size and density are potential grading parameters for pine but not for spruce. This does not, however, indicate that yield to high grades would be in general better with pine than spruce, but it indicates that pine has larger variability of knot sizes and density, and consequently higher variability of strength. Log scanning can also produce strength indicators which are on the level of some existing grading methods. Simulation of European machine grading procedure indicated that there is a random factor which affects the yield to different grades. It can be counteracted by increasing the sample size when determining the settings for grading.
Original languageEnglish
Place of PublicationEspoo
PublisherVTT Technical Research Centre of Finland
Number of pages91
ISBN (Electronic)951-38-6648-3
ISBN (Print)951-38-6647-5
Publication statusPublished - 2005
MoE publication typeD4 Published development or research report or study

Publication series

SeriesVTT Publications
Number568
ISSN1235-0621

Fingerprint

Pinus
Picea
knots
methodology
bending strength
modulus of elasticity
Pinus sylvestris
Picea abies
testing
sampling

Keywords

  • sawn timber
  • strength grading
  • combined measurement
  • measuring methods
  • non-destructive testing
  • x-ray scanning
  • acoustic measurement
  • density measurement
  • stiffness
  • gamma rays

Cite this

Hanhijärvi, A., Ranta-Maunus, A., & Turk, G. (2005). Potential of strength grading of timber with combined measurement techniques: Report of the Combigrade-project - phase 1. Espoo: VTT Technical Research Centre of Finland. VTT Publications, No. 568
Hanhijärvi, Antti ; Ranta-Maunus, Alpo ; Turk, Goran. / Potential of strength grading of timber with combined measurement techniques : Report of the Combigrade-project - phase 1. Espoo : VTT Technical Research Centre of Finland, 2005. 91 p. (VTT Publications; No. 568).
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abstract = "About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and sawn timber produced. Non-destructive measurements of logs and sawn timber were made by 15 organisations producing 40 different measured quantities for each test piece. Finally, test material was loaded to failure in bending, and grade determining properties (modulus of elasticity, bending strength and density) were measured. Degrees of determination were calculated between non-destructively measured indicators and grade determining properties. Also strength grading procedure determined by prEN 14081 was simulated numerically, and effectiveness of some potential grading methods was analysed. It was concluded that the coefficient of determination between strength and most non-destructive indicators was remarkably higher with pine than spruce. Especially knot size and density are potential grading parameters for pine but not for spruce. This does not, however, indicate that yield to high grades would be in general better with pine than spruce, but it indicates that pine has larger variability of knot sizes and density, and consequently higher variability of strength. Log scanning can also produce strength indicators which are on the level of some existing grading methods. Simulation of European machine grading procedure indicated that there is a random factor which affects the yield to different grades. It can be counteracted by increasing the sample size when determining the settings for grading.",
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author = "Antti Hanhij{\"a}rvi and Alpo Ranta-Maunus and Goran Turk",
note = "Project code: R3SU00488",
year = "2005",
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Hanhijärvi, A, Ranta-Maunus, A & Turk, G 2005, Potential of strength grading of timber with combined measurement techniques: Report of the Combigrade-project - phase 1. VTT Publications, no. 568, VTT Technical Research Centre of Finland, Espoo.

Potential of strength grading of timber with combined measurement techniques : Report of the Combigrade-project - phase 1. / Hanhijärvi, Antti; Ranta-Maunus, Alpo; Turk, Goran.

Espoo : VTT Technical Research Centre of Finland, 2005. 91 p. (VTT Publications; No. 568).

Research output: Book/ReportReport

TY - BOOK

T1 - Potential of strength grading of timber with combined measurement techniques

T2 - Report of the Combigrade-project - phase 1

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PY - 2005

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N2 - About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and sawn timber produced. Non-destructive measurements of logs and sawn timber were made by 15 organisations producing 40 different measured quantities for each test piece. Finally, test material was loaded to failure in bending, and grade determining properties (modulus of elasticity, bending strength and density) were measured. Degrees of determination were calculated between non-destructively measured indicators and grade determining properties. Also strength grading procedure determined by prEN 14081 was simulated numerically, and effectiveness of some potential grading methods was analysed. It was concluded that the coefficient of determination between strength and most non-destructive indicators was remarkably higher with pine than spruce. Especially knot size and density are potential grading parameters for pine but not for spruce. This does not, however, indicate that yield to high grades would be in general better with pine than spruce, but it indicates that pine has larger variability of knot sizes and density, and consequently higher variability of strength. Log scanning can also produce strength indicators which are on the level of some existing grading methods. Simulation of European machine grading procedure indicated that there is a random factor which affects the yield to different grades. It can be counteracted by increasing the sample size when determining the settings for grading.

AB - About 100 pieces of both spruce (Picea abies) logs and pine (Pinus sylvestris) logs were sampled and sawn timber produced. Non-destructive measurements of logs and sawn timber were made by 15 organisations producing 40 different measured quantities for each test piece. Finally, test material was loaded to failure in bending, and grade determining properties (modulus of elasticity, bending strength and density) were measured. Degrees of determination were calculated between non-destructively measured indicators and grade determining properties. Also strength grading procedure determined by prEN 14081 was simulated numerically, and effectiveness of some potential grading methods was analysed. It was concluded that the coefficient of determination between strength and most non-destructive indicators was remarkably higher with pine than spruce. Especially knot size and density are potential grading parameters for pine but not for spruce. This does not, however, indicate that yield to high grades would be in general better with pine than spruce, but it indicates that pine has larger variability of knot sizes and density, and consequently higher variability of strength. Log scanning can also produce strength indicators which are on the level of some existing grading methods. Simulation of European machine grading procedure indicated that there is a random factor which affects the yield to different grades. It can be counteracted by increasing the sample size when determining the settings for grading.

KW - sawn timber

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KW - density measurement

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KW - gamma rays

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Hanhijärvi A, Ranta-Maunus A, Turk G. Potential of strength grading of timber with combined measurement techniques: Report of the Combigrade-project - phase 1. Espoo: VTT Technical Research Centre of Finland, 2005. 91 p. (VTT Publications; No. 568).