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Table 7 Determination coefficients of mechanical properties (MOE and bending strength) estimation models using non-destructive testing devices from several authors

From: Use of non-destructive test methods on Irish hardwood standing trees and small-diameter round timber for prediction of mechanical properties

Device

Variable

MOEm R2

fm R2

Species*

Bending test

Author

GrindoSonic MK5(v)

Edyn0

0.72

0.58

Japanese larch

Roundwood

Vries and Gard 1998

0.76

-

Douglas fir

Accelerometer(v)

Edyn0

0.60

-

Jack pine

Wang et al. 2002

0.75

-

Red pine

Sylvatest Duo(u)

Edyn0

0.48–0.83

0.49–0.74

Lemon-scented gum(H)

Pelizan 2004(1)

Sylvatest Duo(u)

Edyn0

0.68

-

Salzmann pine

Hermoso et al. 2007

PLG(v)

Frequency

0.43

-

Spanish juniper

Villanueva 2009

Microsecond Timer(s)

Edyn0

0.57(L)

0.57

Salzmann pine

Aira et al. 2019

0.49(L)

0.45

Scots pine

Microsecond Timer(s)

Velocity

0.64(L)

-

Sweet chestnut(H)

Vega et al. 2019

Edyn0

0.67(L)

-

Hitman ST300(s)

Velocity

0.53

0.59

Scots pine

Sawn timber

Auty and Achim 2008(2)

Hitman HM200(v)

Velocity

0.73

-

Maritime pine

Santaclara and Merlo 2011

Microsecond Timer(s)

Velocity

0.50

-

Black poplar(H)

Casado et al. 2013

IML Hammer(s)

Edyn0

0.49–0.83

0.81

Sitka spruce

Moore et al. 2013

Hitman HM200(v)

Edyn0

0.45–0.80

0.68

USLab(u)

Velocity

0.64

0.67

Daintree stringybark(H)

Lemon-scented gum(H)

Saligna gum(H)

Maritime pine

Bertoldo 2014(1)

Hitman ST300(s)

Velocity

0.78

0.38

TreeSonic(s)

Edyn0

0.27–0.57

-

Noble fir

Norway spruce

Western hemlock

Western red cedar

Gil-Moreno and Ridley-Ellis 2015

Hitman HM200(v)

Velocity

0.63

-

Hitman HM200(v)

Velocity

0.49–0.67

0.20

Loblolly pine

Butler et al. 2017

TreeSonic(s)

Velocity

0.43

0.29

Douglas fir

Krajnc et al. 2019c

0.05

0.03

Norway spruce

0.02

0.04

Sitka spruce

Hitman ST300(s)

Velocity

0.41

0.27

Sitka spruce

Simic et al. 2019

Edyn0

0.55

0.47

MTG(v)

Frequency

0.47

0.28

Edyn0

0.66

0.50

  1. Kind of device used: (s)stress waves, (u)ultrasound waves, (v)vibration
  2. (H)Hardwood species
  3. (L)Local MOE in bending
  4. (1)Three-point bending test
  5. (2)Small clear specimens
  6. *Species’ common names according to standard EN13556 (2003b) when possible, and when not according to Miller and Ilic (1992)