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Advances in Civil Engineering
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2010
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Article
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Tab 2
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Research Article
Nondestructive Investigation of Stress-Induced Damage in Concrete
Table 2
The maximum level of applied load in each cycle in terms of load, stress, and percentage of the load at failure.
Cycle
1
2
3
4
5
6
7
8
9
Load (MN)
0.15
0.30
0.50
0.30
0.60
0.80
0.55
0.95
1.15
Stress (MPa)
3.75
7.50
12.50
7.50
15.00
20.00
13.75
23.75
28.75
% Load at Failure
11
23
38
23
45
60
41
71
86