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Wood Property Report on Camphor Laurel
 
(Cinnamomum camphora) continued...


 
3. RESULTS
 
3.1. Unseasoned Strength Evaluation
 
The Modulus of Elasticity (MOE) is a measure of the ability for a member to resist deflection under loads, in other words, its stiffness. The Modulus of Rupture (MOR), or bending strength is a measure of the ultimate short-term load carrying capacity. The measure of stiffness is to ensure or determine structure serviceability, for example, a lintel over a door, must be sufficiently stiff to prevent excessive deflection. If large deflections occurred the door would jam due to 'sag' in the lintel. In contrast, the measure of strength is to ensure that loads applied to a member will not cause the ultimate failure of the member.

 
The MOE and MOR values were calculated from small clear sample testing. This incorporates samples of clear timber, 20 x 20 x 300 mm that were centre point loaded according to the JJ Mack Australian Method, p4.

 
3.1.1 Analysis of Results
 
a) Treated versus Untreated Trees
MOE and MOR values of the herbicide treated and untreated populations were compared by t-test. In both cases, there was no significant difference between the treated and untreated populations. The 13 treated and 13 untreated trees were pooled for further analysis.
 
b) Strength Group Rating
Mean MOE and MOR were compared with the standard test values (limiting average values) for strength groups of green timber.
 
Standard Test Values

 
 

Strength Group

S1

S2

S3

S4

S5

S6

S7

MOR (Mpa)

103

76

73

62

52

43

36

MOE (Gpa)

16.3

14.2

12.4

10.7

9.1

7.9

6.9


 
Source: AS 2878-1986 Timbers - Classification into Strength Groups

 
Test Population


 
 

Mean Value

Standard Deviation

MOR (Mpa)

58.70

6.77

MOE (Gpa)

7.94

1.80


 
3.1.2 Summary of Results

 
In terms of green bending properties, the material from the 26 camphor laurel samples fits into strength grouping S6. Bootle (1985) also publishes a provisional strength rating of S6 for camphor laurel.

 
Individual test results can be viewed in Appendix 1. Appendix 3 provides an explanation on the determination of strength groupings.

 
3.2. Seasoned Strength Evaluation
 
Similar to the unseasoned strength evaluation, testing was also performed on seasoned timber. It is always expected that seasoned timber will have higher stiffness and strength properties than unseasoned timber. The testing method and evaluation was similar to that explained in the unseasoned strength evaluation above.

 
3.2.1 Analysis of Results
 
a) Treated versus Untreated Trees
MOE and MOR values of the herbicide treated and untreated population were compared by t-test. In both cases, there was no significant difference between the treated and untreated populations. The 13 treated and 12 untreated trees were pooled for further analysis.

 
b) Strength Group Rating
Mean MOE and MOR were compared with the standard test values (limiting average values) for strength groups of green timber.

 
Standard Test Values

  Strength Group
S1

S2

S3

S4

S5

S6

S7

MOR (Mpa)

103

76

73

62

52

43

36

MOE (Gpa)

16.3

14.2

12.4

10.7

9.1

7.9

6.9


 
Source: AS 2878-1986 Timbers - Classification into Strength Groups
Test Population

 

Mean Value

Standard Deviation

MOR (Mpa)

58.70

6.77

MOE (Gpa)

7.94

1.80



 
3.2.2 Summary of Results
 
Within AS 2878, there is provision where the lowest group is that of the modulus of elasticity, the overall species strength group may be raised one step above that minimum only if the modulus of rupture is in a group at least two steps above that minimum, in terms of seasoned bending properties, the material from the 25 camphor laurel samples fits into strength grouping SD7.
 
Individual test results can be viewed in Appendix 2. Table 2 shows the strength results of seasoned camphor laurel in comparison to some other species. Appendix 3 provides an explanation on the determination of strength groupings.
Table 2. MOE and MOR Data.
 

Species

Trade Name

MOE (GPa)

MOR (MPa)

Cinnamomum camphora

camphor laurel

8.3

76

Paulownia spp. (Australia)

paulownia

5.6

28.3

Araucaria cunninghamii

hoop pine

13

90

Corymbia citriodora

spotted gum

23

150

Elaeocarpus grandis

silver quandong

11

72

Toona ciliata

red cedar

9.4

65


 
Source: Bootle (1985), Hopewell et al (2000).
 
3.3. Seasoned Hardness


 
The 'hardness' of timber is defined as its ability to resist indentation. Hardness is most commonly measured using a Janka hardness test. The test requires a steel ball with a diameter of 11.28mm to be pressed into a sample until it has penetrated to a depth equal to half its diameter. Hardness has traditionally been used as a means to compare species for suitability as a flooring material. Hardness of a species is also closely related to its capacity to resist abrasion, another important property in the selection of a species for flooring and similar materials. When comparing species hardness for wearing properties, it should also be considered that other factors such as the tendency to edge split, or wear unevenly may also be important in the selection of a species for such applications.

 
3.3.1 Summary of Results
 
Janka hardness values are frequently quoted as an average value of both tangential and radial surfaces.The average Janka hardness value for the test population is 3.3kN.

 
Individual test results can be viewed in Appendix 4. Table 3 shows the average hardness result for camphor laurel in comparison to some other species.

 
Table 3. Janka Hardness data.

Species

Trade Name

Janka Hardness (kN)

Cinnamomum camphora

camphor laurel

3.3

Paulownia spp. (Australia)

paulownia

1.3

Araucaria cunninghamii

hoop pine

3.4

Corymbia citriodora

spotted gum

11

Elaeocarpus grandis

silver quandong

2.8

Toona ciliata

red cedar

2.3


 

Source: Bootle (1985), Hopewell et al (2000).

 
3.4. Basic Density


 
Basic density is a measurement of the actual 'wood' substance present and is calculated as the oven-dry mass of a specimen divided by its green (saturated) volume. It influences wood properties such as hardness, strength, pulping, workability, and seasoning. Basic density reflects the fibre wall thickness, and the number of fibres per unit mass, and is therefore a useful indicator of paper and pulping properties. Basic density data is also useful when calculating the mass of green timber (used when calculating freight load weights). A disc taken from each billet was cut into two wedges. These wedges were cut into segments separating the sapwood from the heartwood, and then splitting the heartwood into two (representing inner and outer heartwood). Basic density was determined by the gravimetric method in which the green sample volume is determined by water displacement before it is oven-dried to a constant weight. Basic density is calculated as the ratio of oven-dry weight (grams) to the weight (grams) of displaced water (volume) from the equation:

 
Basic Density (kg/m3) = (oven-dry weight/green volume)*1000.
 
A total of 28 samples (15 herbicide treated and 13 untreated) were used for this experiment.
 
3.4.1. Summary of Results


 
>

Inner Heartwood

Outer Heartwood

Heartwood Sample

Sapwood Sample

Whole Sample

B/D (kg/m3)

B/D (kg/m3)

B/D (kg/m3)

B/D (kg/m3)

B/D (kg/m3)

Mean

391

423

414

480

452

Max

448

493

473

549

513

Min

329

364

353

431

403

StDev

28.04

36.31

32.10

30.12

28.48


 
Individual test results can be viewed in Appendix 5 or in chart form in Figure 1. Table 4 shows the average whole sample basic density result for camphor laurel in comparison to some other species.


 
Table 4. Basic Density of camphor laurel and some other timber species.
 

Species

Trade Name

Basic Density kg/m3

Cinnamomum camphora

camphor laurel

452

Paulownia spp. (Australia)

paulownia

263

Araucaria cunninghamii

hoop pine

450

Corymbia citriodora

spotted gum

740

Elaeocarpus grandis

silver quandong

430

Toona ciliata

red cedar

350


 
Source: Bootle (1985), Hopewell et al (2000).
 
Individual test results can be viewed in Appendix 5 or in chart form in Figure 1. Table 4 shows the average whole sample basic density result for camphor laurel in comparison to some other species.
 
Figure 1.

 

Click Here to view a larger picture.


 
3.5. Air Dry Density
 
Air dry density is the wood mass per volume in the seasoned condition, generally quoted at twelve percent (12%) moisture content for reference purposes. Samples from the outer heartwood region were conditioned in a controlled environment and a Mitutoyo linear gauge was used to record length, width, and thickness of sample blocks, and mass was weighed on an electronic balance. Density was calculated and moisture content verified by oven-dry method.

 
3.5.1 Summary of Results
 

Air Dry Density (kg/m3)

Mean

448

Max

572

Min

373

Stdev

46


 
Individual test results can be viewed in Appendix 6. Table 5 shows the average air-dry density result for camphor laurel in comparison to some other species. Air dry density of camphor laurel and some other timber species.
 

Species

Trade Name

Air Dry Density kg/m3

Cinnamomum camphora

camphor laurel

448

Cinnamomum camphora (Bootle 1985)

camphor laurel

550

Paulownia spp (Australia).

paulownia

290

Araucaria cunninghamii

hoop pine

560

Corymbia citriodora

spotted gum

1010

Elaeocarpus grandis

silver quandong

495

Toona ciliata

red cedar

450


 
Source: Bootle (1985), Hopewell et al (2000), Kynaston et al. (1994).
 
3.6. Shrinkage
 
At the time of harvesting, timber is said to be 'green', due to its high moisture content. When moisture is lost from the wood after a theoretical point called 'fibre saturation point', shrinkage occurs. Fibre saturation point is the stage in drying when the wood cell cavities are empty but the cell walls are still saturated. When moisture is removed from the cell walls the timber shrinks. A measurement of the shrinkage that will occur from green to the seasoned condition is useful as it gives processors an idea of what allowance should be made when overcutting. All species have different rates of shrinkage.
 
Shrinkage blocks were cut from the outer heartwood of each log. These blocks were cut to a standard size (100mm X 25mm X 25mm) having truly radial and tangential faces with length parallel to the grain (Kelsey and Kingston, 1957). The method of testing was similar to that described by Kingston and Risdon (1961). After the green moisture contents of the samples were determined (see below), they were re-weighed and measured at regular intervals, until they had reached 12% ('air dry'). The change in dimension from green to 12% is expressed as a percentage of the original size.

 
3.6.1 Summary of Results


 

Percent Shrinkage @ 12% Moisture Content

Radial

Tangential

Long.

Mean

2.55%

4.62%

0.11%

Max

4.45%

7.74%

0.69%

Min

1.62%

3.08%

0.00%

Stdev

0.74%

1.11%

0.15%


 
Individual test results can be viewed in Appendix 7. Table 6 shows the average shrinkage (from green to 12%) result for camphor laurel in comparison to some other species.
 
Table 6. Shrinkage from Green to Air-Dry.
 

Species

Trade Name

Tangential Shrinkage

Radial Shrinkage

Cinnamomum camphora

camphor laurel

4.6%

2.6%

Cinnamomum camphora (Bootle 1985)

camphor laurel

3.5%

2.0%

Paulownia spp (Australia)

paulownia

3.8%

1.0%

Araucaria cunninghamii

hoop pine

3.8%

2.5%

Corymbia citriodora

spotted gum

6.1%

4.3%

Elaeocarpus grandis

silver quandong

4.3%

1.4%

Toona ciliata

red cedar

4.1%

2.2%


 
Source: Bootle (1985),Hopewell et al (2000), Kynaston et al. (1994).

 
3.7. Unit Shrinkage
 
Unit shrinkage is a term used for the rate of change in dimension during fluctuating atmospheric conditions. It is a useful indicator of how much a seasoned timber member will swell or shrink (move) with local fluctuations in temperature and humidity. To calculate unit shrinkage, the shrinkage samples once conditioned to 12% were reconditioned by subjecting the samples to steam at 100°C for 2 hours. The samples were then re-dried to 12% and re-measured periodically until they dried to 5% moisture content. The samples were then oven-dried to recalibrate the moisture content measurements. This unit shrinkage data is used to estimate the change in dimension that would be expected with each 1% change in equilibrium moisture content (EMC, the moisture content that timber attains when in an environment of constant temperature and humidity).
 
3.7.1 Summary of Results
 

Unit Shrinkage Percent

Radial

Tangential

Long.

Mean

0.13%

0.17%

0.01%

Max

0.21%

0.26%

0.04%

Min

0.06%

0.01%

0.00%

Stdev

0.04%

0.06%

0.01%


 
Individual test results can be viewed in Appendix 8. Table 7 shows the average unit shrinkage results for camphor laurel compared to other species.
 
Table 7.
Unit Shrinkage Values for camphor laurel and some other timber species.

 

Species

Trade Name

Unit Shrinkage Tangential

Unit Shrinkage Radial

Cinnamomum camphora

camphor laurel

0.17%

0.13%

Paulownia spp (Australia)

paulownia

0.22%

0.10%

Araucaria cunninghamii

hoop pine

0.23%

0.18%

Corymbia citriodora

spotted gum

0.38%

0.32%

Elaeocarpus grandis

silver quandong

0.24%

0.11%

Toona ciliata

red cedar

0.20%

n/a


 
Source: Hopewell et al (2000),Kynaston et al. (1994).

 
3.8. Green Moisture Content
 
The moisture contents of the shrinkage blocks (described below) were determined in accordance with AS/NZS 1080 Part 1, Method of test for timber- moisture content. This involved weighing individual samples, then oven-drying them for a period of 24 hours at 103° C+2°. Samples were re-weighed, and a calculation used to provide results, expressing the timber moisture content as a percentage of the actual wood substance (oven-dry weight).
 
3.8.1 Summary of Results
 

Sample no.

Green Moisture Content (%)

Mean

124.86

Max

203.81

Min

69.10

Stdev

30.69


 

 
Individual test results can be viewed in Appendix 9. Table 8 shows the average green moisture content of camphor laurel compared to some other species.
 
Table 8.
Green moisture content of camphor laurel and some other timber species.

 

Species

Trade Name

Green Moisture Content

Cinnamomum camphora

camphor laurel

125%

Paulownia spp (Australia)

paulownia

189%

Araucaria cunninghamii

hoop pine

120%

Corymbia citriodora

spotted gum

40%

Toona ciliata (plantation)

red cedar

67%


 
Source: Hopewell and Palmer (1997), Hopewell et al (2000), Hopewell (2000).
 
3.9. Heartwood-Sapwood-Bark Proportions
 
Heartwood, or truewood, is the non-living central core of the tree or log. Sapwood is the non-durable, living outer wood located between the truewood and bark, conducting nutrients and storing starch in the living tree. Proportions of heartwood and sapwood can have utilisation implications. For example, for lyctid susceptible species a small sapwood band is generally desirable as it means less timber is wasted if the sapwood is removed, or less insecticide is required if the timber is to be immunised. Heartwood cannot be successfully impregnated with preservatives using current technologies, so in some circumstances, wide sapwood bands are beneficial, if treatable, to provide a greater zone of treatment (for example, external joinery applications). The heartwood, sapwood and bark proportions were determined from a disk removed from each billet.

 
3.9.1 Summary of Results
 

Heartwood

Sapwood

Bark

Proportion

Proportion

Proportion

Mean

36.8%

51.5%

11.6%

Max

53.6%

86.4%

17.6%

Min

2.4%

35.9%

6.4%

StDev

0.11

0.10

0.03


 
Individual test results can be viewed in Appendix 10 or in chart form in Figure 2.
 
Figure 2.


 
Click Here to view a larger picture.

 
3.10. Lyctid Testing
 
Powder-post beetles are so named because their larvae can reduce susceptible sapwood timber to a fine flour-like powder. These beetles are pests of the sapwood of certain hardwood timber species. They will not infest softwoods e.g. pines, nor will they infest the heartwood of either softwoods or hardwoods.

 
After mating, the female beetle lays eggs in the pores of the sapwood. After approximately 14 days eggs hatch into small larvae (grubs) which feed on the starch in the sapwood until fully grown. Tunnels usually follow the grain of the wood and it is the larval stage, which is primarily responsible for destruction of the timber. The development period for larvae can vary from two to twelve months depending on temperature, humidity and the supply of starch in the sapwood. Following pupation, mature beetles begin to emerge through the surface of infested timber, leaving a round hole (1-2 mm diameter) as each emerges. Small piles of frass (discarded and excreted material) associated with the emergence holes may collect on the surface of infested timber or fall nearby. The frass is smooth and floury (not gritty) when rubbed between the fingers.

 
Reinfestation of timber is common and may continue until the food resource is completely destroyed. Susceptible timber is generally attacked within 6-18 months of the timber going into service. Susceptibility and exposure are linked as the female beetles must be able to gain access to the timber to initiate egg-laying. Evidence of infestation may not become apparent until after the timber is in service and adults begin to emerge. The whole of the infested area may be reduced to powder leaving only a shell of wood on the outside, perforated by emergence holes.

 
A culture of Lyctus discidens is maintained at Indooroopilly in an insect rearing facility. The room has a controlled environment of 250C and 75% Relative Humidity, which is considered ideal to maintain a culture. These beetles were used to initiate egg-laying in the test specimens.


 
3.10.1 Test Method
 
Twenty beetles, chosen at random from the culture, were placed into a jar with a section of timber from 25 different camphor laurel test billets, 13 from treated billets and 12 from untreated billets. A control jar containing samples of black bean (Castanospermum australe) sapwood (of known Lyctus susceptibility) was also established to provide a gauge for the final assessment of the camphor laurel samples. This was necessary in the event that no adult beetles emerged from the test samples. Once beetles began to emerge from the control sample, one generation was deemed to have been completed, allowing for assessment of the test samples. In cases where emergence holes and live adults were clearly visible in the jar, the wood sample was deemed vulnerable to attack. Where this was not the case, a portion of the sample was dissected with a chisel and hammer and viewed under a microscope for evidence of beetle larvae and/or larval galleries, filled with powder-like frass. Where only larvae or larval galleries were evident the wood was also deemed to be vulnerable to attack. Where there was no internal or external evidence of an infestation the wood was labelled potentially not vulnerable. Those tests that show samples to be vulnerable can be labelled as legally susceptible. Those tests that provided a potentially not vulnerable result must still be treated as legally susceptible until additional intensive testing can be completed to prove that the species is non susceptible.

 
The jars were inspected at irregular intervals up until the 9th January 2001 when they were assessed for infestation and adult emergence. At this time adult beetles had emerged from the control sample.

 
3.10.2 Summary of Results
 
Of the 26 samples tested (including the control) only the control was found to be vulnerable to lyctid attack. This result indicates camphor laurel is potentially not vulnerable to attack by powder post beetles although there is some published literature suggesting that it is. This therefore means that legally (depending on state legislation) the sale or use of susceptible sapwood from camphor laurel must be avoided unless further follow up testing can prove it as non susceptible.

 
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