4-10
.
Table 4-10:
Performed four-point tests on head-to-head and bar-shaped specimens along with
the number of tested specimen.
Specimen
Material
Tests
Condition
RT
700°C
800°C
Head-to-
head joined
H-Ag
As-sintered
15
1
1
Air
500h/800°C
7
1
1
H-F
As-sintered
7
1
1
100h/850°C
5
1
3
1000h/850°C
5
1
1
7.5B(Ba)
As-sintered
20
6
10B(Sr)
As-sintered
10
6
2
Experimental
70
4.3.1.2
Three-point bending test
In a three-point bending test, a bar-shaped specimen is placed on two supporting rods and the
load is applied by a rod placed in the center, as illustrated in
Figure
4-9
.
Figure 4-9: Schematic illustration of a three-point bending test
The experiments were carried out following the procedure recommended in ASTM C1-161.
According to the linear elastic theory, the maximum stress, which appears in the central part on
the tensile side of the specimen, can be determined from the relationship:
𝜎 =
3 ∙ 𝐹 ∙ 𝐿
2 ∙ 𝑏 ∙ ℎ
2
(4-8)
where
F
is the applied force,
L
the length between the supporting rods,
b
the specimen width, and
h
the specimen height.
Three-point bending tests were used to characterize the fracture stress of 7.5 B(Ba) and 10B(Sr)
and further compared with Jülich sealant materials. The tests were carried out at room
temperature and elevated temperatures (650°C and 800°C), respectively. Note that 3-point
bending tests were carried out to permit a direct comparison with tests carried out at CSIC,
Madrid.
The list of specimens tested under 3-point bending and the corresponding testing conditions are
given in
Table
4-11
.
Experimental
71
Table 4-11: Performed three-point tests on bar-shaped specimens along with the test number.
Sealant
State
Test
RT
650°C
800°C
7.5 B(Ba)
24h/800°C
5
-
3
800h/800°C
5
3
10 B(Sr)
24h/750°C
5
3
800h/750°C
5
3
4.3.5.
Torsion strength (shear strength)
Sealants in SOFC stacks are exposed to a combination of tensile and shear load [120]. Since
ceramic materials can have different properties in compression and tension [194] and to correlate
tensile and shear properties, a torsion test appears to be the most useful method to observe the
shear strength. An in-house torsion set-up has been developed at IEK-2, Forschungszentrum
Jülich (
Figure
4-10
). The torsion tests were carried out for H-Ag and H-F sealants.
Figure 4-10: The torsion set-up along with the joined plate specimen.
In the torsion test, a joined plate-shape specimen was twisted by two loading arms until fracture
occurred. The rotational speed was ~ 4°/min. The maximum torque that might be used in the set-
up is 220 Nm. A horizontal folding oven with temperature range up to 1000°C was used for the
high temperature tests. The shear stress could be calculated by following equation [189]:
Experimental
72
𝜏 =
16 𝑇
𝜋𝑑
3
(4-9)
where
τ
is the shear stress,
T
the applied torque, and
d
the diameter of the joining area, here 25
mm. The torques was calculated at specimen fracture.
A list of specimens tested in the torsion test and the corresponding testing conditions are given in
Table
4-12
.
Table 4-12: Performed torsion tests on joined plate specimens.
Sealant
Joining at 850°C (h)
Temperature (°C)
Tests
Condition
H-Ag
100
RT
1
Air
10
RT
3
600
2
800
1
H-F
100
RT
5
600
1
800
1
10
RT
3
800
1
Results and discussion
73
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