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Official Journal of the Japan Wood Research Society

Table 2 Physical and mechanical properties of specimens

From: Influence of moisture content on estimating Young’s modulus of full-scale timber using stress wave velocity

Experimentalgroup

n a

Before drying

After drying

Young’s modulus (After drying)

ρ b (kg m−3)

u b (%)

V b (m s−1)

ρ a (kg m−3)

u a (%)

V a (m s−1)

ρ a V a 2 (GPa)

MOEb (GPa)

Pith

Mature wood

Average

Pith

Mature wood

Average

Pith

Mature wood

Average

A

6

635.7

91.1

3600

3735

3666

434.8

33.8

4285

4446

4364

8.06

8.69

8.36

7.44

(105.3)

(20.3)

(286)

(280)

(282)

(32.8)

(4.2)

(318)

(352)

(334)

(1.56)

(1.78)

(1.67)

(1.49)

B

32

492.2

56.0

4013

4153

4082

375.0

13.2

4829

4937

4882

8.81

9.22

9.01

8.13

(65.9)

(16.1)

(388)

(425)

(404)

(39.1)

(3.2)

(316)

(344)

(329)

(1.61)

(1.76)

(1.68)

(1.57)

  1. Standard deviation is given in round brackets
  2. a n means number of specimen
  3. bMOE means modulus of elasticity in bending