Development of strength grading of timber using combined measurement techniques

Report of the Combigrade-project - phase 2

Antti Hanhijärvi, Alpo Ranta-Maunus

Research output: Book/ReportReportProfessional

Abstract

More than 1000 pieces of spruce (Picea abies) logs and 1000 pieces of pine (Pinus sylvestris) logs were sampled mostly from Finland but also from North-Western Russia. Non-destructive measurements were first made on the logs and sawn timber of five different cross-section sizes were produced by sawing and kiln drying. Next, the sawn timber boards and planks went through several non-destructive measurements. NDT-measurements were made by 7 organisations producing some 50 different measured quantities of both logs and of each test piece. Finally, after all the non-destructive measurements, the 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 the non-destructively measured indicators and grade determining properties. It could be concluded that the coefficients of determination - the r2 values - between strength and most non-destructive indicators were remarkably higher for pine than for spruce. Especially, knot size and density are better grading parameters for pine than 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 same level as some existing grading methods. In parallel to this project another project that dealt primarily with grading of spruce based on tension strength was carried out and some results of that project are also reported.
Original languageEnglish
Place of PublicationEspoo
PublisherVTT Technical Research Centre of Finland
Number of pages60
ISBN (Electronic)978-951-38-7106-2
Publication statusPublished - 2008
MoE publication typeD4 Published development or research report or study

Publication series

NameVTT Publications
PublisherVTT
No.686
ISSN (Print)1235-0621
ISSN (Electronic)1455-0849

Fingerprint

Picea
Pinus
knots
sawing
methodology
bending strength
kilns
modulus of elasticity
Pinus sylvestris
Picea abies
Russia
Finland
drying
testing

Keywords

  • strength grading
  • combined measurement techniques
  • sawn timber
  • bending strength
  • non destructive testing
  • X-ray scanning
  • frequency measurement
  • ultrasonic transit time
  • acoustic-ultrasonic measurement
  • destructive strength
  • stiffness
  • density

Cite this

Hanhijärvi, A., & Ranta-Maunus, A. (2008). Development of strength grading of timber using combined measurement techniques: Report of the Combigrade-project - phase 2. Espoo: VTT Technical Research Centre of Finland. VTT Publications, No. 686
Hanhijärvi, Antti ; Ranta-Maunus, Alpo. / Development of strength grading of timber using combined measurement techniques : Report of the Combigrade-project - phase 2. Espoo : VTT Technical Research Centre of Finland, 2008. 60 p. (VTT Publications; No. 686).
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abstract = "More than 1000 pieces of spruce (Picea abies) logs and 1000 pieces of pine (Pinus sylvestris) logs were sampled mostly from Finland but also from North-Western Russia. Non-destructive measurements were first made on the logs and sawn timber of five different cross-section sizes were produced by sawing and kiln drying. Next, the sawn timber boards and planks went through several non-destructive measurements. NDT-measurements were made by 7 organisations producing some 50 different measured quantities of both logs and of each test piece. Finally, after all the non-destructive measurements, the 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 the non-destructively measured indicators and grade determining properties. It could be concluded that the coefficients of determination - the r2 values - between strength and most non-destructive indicators were remarkably higher for pine than for spruce. Especially, knot size and density are better grading parameters for pine than 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 same level as some existing grading methods. In parallel to this project another project that dealt primarily with grading of spruce based on tension strength was carried out and some results of that project are also reported.",
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Hanhijärvi, A & Ranta-Maunus, A 2008, Development of strength grading of timber using combined measurement techniques: Report of the Combigrade-project - phase 2. VTT Publications, no. 686, VTT Technical Research Centre of Finland, Espoo.

Development of strength grading of timber using combined measurement techniques : Report of the Combigrade-project - phase 2. / Hanhijärvi, Antti; Ranta-Maunus, Alpo.

Espoo : VTT Technical Research Centre of Finland, 2008. 60 p. (VTT Publications; No. 686).

Research output: Book/ReportReportProfessional

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N2 - More than 1000 pieces of spruce (Picea abies) logs and 1000 pieces of pine (Pinus sylvestris) logs were sampled mostly from Finland but also from North-Western Russia. Non-destructive measurements were first made on the logs and sawn timber of five different cross-section sizes were produced by sawing and kiln drying. Next, the sawn timber boards and planks went through several non-destructive measurements. NDT-measurements were made by 7 organisations producing some 50 different measured quantities of both logs and of each test piece. Finally, after all the non-destructive measurements, the 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 the non-destructively measured indicators and grade determining properties. It could be concluded that the coefficients of determination - the r2 values - between strength and most non-destructive indicators were remarkably higher for pine than for spruce. Especially, knot size and density are better grading parameters for pine than 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 same level as some existing grading methods. In parallel to this project another project that dealt primarily with grading of spruce based on tension strength was carried out and some results of that project are also reported.

AB - More than 1000 pieces of spruce (Picea abies) logs and 1000 pieces of pine (Pinus sylvestris) logs were sampled mostly from Finland but also from North-Western Russia. Non-destructive measurements were first made on the logs and sawn timber of five different cross-section sizes were produced by sawing and kiln drying. Next, the sawn timber boards and planks went through several non-destructive measurements. NDT-measurements were made by 7 organisations producing some 50 different measured quantities of both logs and of each test piece. Finally, after all the non-destructive measurements, the 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 the non-destructively measured indicators and grade determining properties. It could be concluded that the coefficients of determination - the r2 values - between strength and most non-destructive indicators were remarkably higher for pine than for spruce. Especially, knot size and density are better grading parameters for pine than 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 same level as some existing grading methods. In parallel to this project another project that dealt primarily with grading of spruce based on tension strength was carried out and some results of that project are also reported.

KW - strength grading

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KW - X-ray scanning

KW - frequency measurement

KW - ultrasonic transit time

KW - acoustic-ultrasonic measurement

KW - destructive strength

KW - stiffness

KW - density

M3 - Report

T3 - VTT Publications

BT - Development of strength grading of timber using combined measurement techniques

PB - VTT Technical Research Centre of Finland

CY - Espoo

ER -

Hanhijärvi A, Ranta-Maunus A. Development of strength grading of timber using combined measurement techniques: Report of the Combigrade-project - phase 2. Espoo: VTT Technical Research Centre of Finland, 2008. 60 p. (VTT Publications; No. 686).