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Advances in Civil Engineering
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2020
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Article
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Tab 3
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Research Article
Experimental Study on Dynamic Mechanical Properties and Energy Evolution Characteristics of Limestone Specimens Subjected to High Temperature
Table 3
Parameter values of dynamic peak strain and incident energy.
T
(°C)
i
j
k
Correlation coefficient
R
2
25
−2.98
E
−4
0.0428
1.2616
0.8629
200
3.44
E
−5
0.0236
1.8426
0.9480
400
6.78
E
−5
0.0069
3.5238
0.8906
600
−4.93
E
−4
0.0700
3.9821
0.8658