The document discusses the interim tests conducted on Celluwood materials during a project meeting held in Valencia in July 2014. It details the manufacturing and testing of both lignin resin and commercial MUF beams, including measurements of their physical properties and strength. The results show that lignin beams exhibited superior average modulus of elasticity and bending strength compared to MUF beams, indicating their potential for improved performance in construction applications.

1. Interim tests for CELLUWOOD materials
Project meeting 7-8 July 2014, Valencia (Spain)
AIDIMA (Miguel Ángel Abián)

2. 2
WP 8: ASSESSMENT OF CELLUWOOD
MATERIAL

3. 3
Previously, in WP7 some lignin, PUR and MUF beams where manufactured at
TECNIFUSTA for interim testing. Those interim tests led to changes in the
formulation of the lignin resin by CHIMAR in order to achieve a satisfactory and
effective final resin.
In 2014, 20 complete beams (nominal dimensions: 120 x 120 x 2200 mm) were
manufactured at TECNIFUSTA in collaboration with CHIMAR and AIDIMA:
• 10 beams with their lamellae glued by the final lignin resin developed in the
project (CELLUWOOD beams).
• 10 beams with their lamellae glued by commercial PUR.
All lamellae were made of timber classified as C24.
10 commercial beams (nominal dimensions: 120 x 120 x 2200 mm) made with MUF
resin were used in order to compare strength and behaviour with the other 20 beams.
The commercial beams are classified as GL24h.
All beams were made of Picea abies wood.

4. 4
Measurement of the moisture content of timber
Preparation of the lignin resin for its
application

5. 5

6. 6

7. 7

8. 8

9. 9

10. 10

11. 11

12. PUR beams 12

13. 13

14. 14

15. 15
NON-DESTRUCTIVE TESTS (ULTRASOUNDS): PUR BEAMS

16. 16
Beam 1 (moisture content: 11.2%; dimensions: 120 x 123 x 2201 mm).
Beam 1 (PUR resin) Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,619 12,890 33.5 C30
2nd glue line 5,621 12,901 33.6 C30
1st lamella 5,682 13,883 35.1 C35
2nd lamella 5,635 12,988 33.9 C30
3rd lamella 5,513 12,223 30.8 C30
Beam 2 (moisture content: 10.4%; dimensions: 120 x 122 x 2199 mm).
Beam 2 (PUR resin) Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,651 12,879 33.4 C30
2nd glue line 5,862 14,204 38.7 C35
1st lamella 5,604 12,586 32.3 C30
2nd lamella 5,714 13,276 35.0 C35
3rd lamella 5,812 13,889 37.5 C35
Beam 3 (moisture content: 11.1%; dimensions: 119 x 122 x 2202 mm).
Beam 3 (PUR resin) Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,913 15,146 42.4 C40
2nd glue line 5,573 13,015 34.0 C30
1st lamella 6,001 15,692 44.6 C40
2nd lamella 5,828 14,615 40.3 C40
3rd lamella 5,528 12,731 32.9 C30

17. 17
Beam 4 (moisture content: 11.4%; dimensions: 120 x 122 x 2198 mm).
Beam 4 (PUR resin) Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,651 13,086 34.3 C30
2nd glue line 5,382 11,401 27.6 C27
1st lamella 5,746 13,686 36.6 C35
2nd lamella 5,483 12,037 30.1 C30
3rd lamella 5,312 10,961 25.8 C24
Good results (good quality timber), and good glue lines.
We need to analyze the results in more detail.

18. NON-DESTRUCTIVE TESTS (ULTRASOUNDS): COMMERCIAL MUF BEAMS
18
GL24

19. 19
Beam 1 (moisture content: 10.4%; dimensions: 120 x 120 x 2202 mm).
Beam 1 (MUF
resin)
Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,721 13,324 35.2 C35
2nd glue line 5,515 12,028 30.1 C30
1st lamella 5,691 13,133 34.5 C30
2nd lamella 5,487 11,850 29.4 C27
3rd lamella 5,501 11,939 29.7 C27
Beam 2 (moisture content: 10.9%; dimensions: 121 x 120 x 2201 mm).
Beam 2 (MUF
resin)
Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,376 11,365 27.4 C27
2nd glue line 5,602 12,779 33.1 C30
1st lamella 5,350 11,196 26.8 C24
2nd lamella 5,607 12,784 33.2 C30
3rd lamella 5,661 13,151 34.5 C30
Beam 3 (moisture content: 10.3%; dimensions: 122 x 120 x 2198 mm).
Beam 3 (MUF
resin)
Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,602 12,986 33.9 C30
2nd glue line 5,529 12,532 32.1 C30
1st lamella 5,623 12,991 33.9 C30
2nd lamella 5,631 13,171 34.6 C30
3rd lamella 5,404 11,743 28.9 C27

20. 20
Beam 4 (moisture content: 10.4%; dimensions: 120 x 120 x 2201 mm).
Beam 4 (MUF
resin)
Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,431 11,915 29.6 C27
2nd glue line 5,363 11,487 27.9 C27
1st lamella 5,204 10,481 24.1 C24
2nd lamella 5,405 11,743 28.9 C27
3rd lamella 5,350 11,196 26.8 C24
Beam 5 (moisture content: 10.1%; dimensions: 119 x 120 x 2203 mm).
Beam 5 (MUF
resin)
Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,445 11,587 28.3 C27
2nd glue line 5,676 13,038 34.1 C30
1st lamella 5,457 11,592 28.3 C27
2nd lamella 5,487 11,851 29.4 C27
3rd lamella 5,706 13,228 34.8 C30
Good results (good quality timber), and good glue lines.
We need to analyze the results in more detail.

21. 21
NON-DESTRUCTIVE TESTS (ULTRASOUNDS): LIGNIN BEAMS

22. 22
Beam 1 (moisture content: 12.4%; dimensions: 121 x 123 x 2103 mm).
Beam 1 (lignin
resin)
Wave
speed
(m/s)
MOE
(N/mm2)
MOR
(N/mm2)
Classification
1st glue line 5,783 14,127 38.4 C35
2nd glue line 5,661 13,358 35.3 C35
1st lamella 5,928 15,032 42.0 C40
2nd lamella 5,691 13,547 36.1 C35
3rd lamella 5,616 13,078 34.2 C30
Beam 2 (moisture content: 11.9%; dimensions: 121 x 122 x 2107 mm).
Beam 2 (lignin
resin)
Wave
speed
(m/s)
MOE
(N/mm2)
MOR
(N/mm2)
Classification
1st glue line 5,737 13,835 37.2 C35
2nd glue line 5,721 13,739 36.9 C35
1st lamella 5,661 13,358 35.3 C35
2nd lamella 5,783 14,127 38.4 C35
3rd lamella 5,646 13,265 34.9 C30
Beam 3 (moisture content: 12.2%; dimensions: 121 x 119 x 2104 mm).
Beam 3 (lignin
Wave
MOE
MOR
Classification
resin)
speed (m/s)
(N/mm2)
(N/mm2)
1st glue line 6,062 15,876 45.3 C45
2nd glue line 5,721 13,739 36.9 C35
1st lamella 6,167 16,534 47.0 C45
2nd lamella 5,863 14,624 40.4 C40
3rd lamella 5,752 13,932 37.6 C35

23. 23
Beam 4 (moisture content: 11.7%; dimensions: 120 x 122 x 2101 mm).
Beam 4 (lignin
resin)
Wave
speed
(m/s)
MOE
(N/mm2)
MOR
(N/mm2)
Classification
1st glue line 5,783 14,127 38.4 C35
2nd glue line 5,661 13,358 35.3 C35
1st lamella 5,944 15,136 42.4 C40
2nd lamella 5,616 13,078 34.2 C30
3rd lamella 5,721 13,738 36.9 C35
Beam 5 (moisture content: 8.9%; dimensions: 120 x 121 x 2105 mm).
Beam 5 (lignin
resin)
Wave
speed
(m/s)
MOE
(N/mm2)
MOR
(N/mm2)
Classification
1st glue line 5,631 12,550 32.1 C30
2nd glue line 5,668 13,407 35.5 C35
1st lamella 5,404 11,121 28.5 C27
2nd lamella 5,722 13,117 34.4 C30
3rd lamella 5,692 12,926 33.6 C30
Beam 6 (moisture content: 12.1%; dimensions: 121 x 121 x 2102 mm).
Beam 6 (lignin
resin)
Wave
speed
(m/s)
MOE
(N/mm2)
MOR
(N/mm2)
Classification
1st glue line 5,445 12,002 30.1 C30
2nd glue line 5,363 11,487 27.9 C27
1st lamella 5,376 11,572 28.3 C27
2nd lamella 5,417 11,828 29.3 C27
3rd lamella 5,194 10,425 23.7 C20

24. 24
Beam 7 (moisture content: 11.1%; dimensions: 120 x 123 x 2108 mm).
Beam 7 (lignin
resin)
Wave speed
(m/s)
MOE
(N/mm2)
MOR (N/mm2) Classification
1st glue line 5,896 14,624 40.4 C40
2nd glue line 5,879 14,517 39.9 C35
1st lamella 5,828 14,201 38.7 C35
2nd lamella 5,930 14,839 41.2 C40
3rd lamella 5,651 13,086 34.3 C30
Good results (good quality timber), and good glue lines.
We need to analyze the results in more detail.

25. DESTRUCTIVE TESTS ACCORDING TO EN 408
EN 408:2011+A1:2012 Timber structures – Structural timber and glued laminated timber
– Determination of some physical and mechanical properties specifies test methods for
determining most of the strength and stiffness properties of structural and glued
laminated timber.
25
Section 10. Determination of global modulus of elasticity in bending
Section 19. Determination of bending strength

26. 26

27. 27
Breaking of a commercial MUF beam

28. 28
Breaking of a commercial MUF beam

29. 29
Breaking of a PUR beam

30. 30
Breaking of a PUR beam

31. 31
Breaking of a lignin beam (separation of the lamellas)

32. 32
Breaking of a lignin beam (separation of the lamellas)

33. 33 Breaking of a lignin beam (crack)

34. 34
Breaking of a lignin beam (crack)

35. 35
22000
20000
18000
16000
14000
12000
10000
MOE (MPa)
1 2 3 4 5 6 7
MUF
PUR
LIGNIN

36. 36
Average MOE (MPa)
12285
15020
17372
18000
17000
16000
15000
14000
13000
12000
11000
10000
MUF PUR LIGNIN
The
average
MOE for
lignin
beams is
41,4%
greater
than the
average
MOE for
MUF
beams

37. 37
75
70
65
60
55
50
45
40
35
MOR (MPa)
1 2 3 4 5 6 7
MUF
PUR
LIGNIN

38. 38
50,65
Average MOR (MPa)
53,55
56,72
58
57
56
55
54
53
52
51
50
49
48
47
MUF PUR LIGNIN
The
average
MOR for
lignin
beams is
12%
greater
than the
average
MOR for
MUF
beams

39. 39
On-going work and research
1) Mechanical characterization of small pieces of lignin beams
2) Analysis of the quality of gluing in broken lignin beams

40. Thank you very
much for your
attention