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Advances in Civil Engineering
/
2020
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Article
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Tab 2
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Research Article
Experimental Study on Dynamic Mechanical Properties and Energy Evolution Characteristics of Limestone Specimens Subjected to High Temperature
Table 2
Parameter values of dynamic elasticity modulus and incident energy.
T
(°C)
d
e
f
Correlation coefficient
R
2
25
0.0211
−1.0492
43.4581
0.9675
200
0.0186
−0.8274
37.6388
0.9719
400
0.0161
−0.9026
32.0116
0.9879
600
0.0008
−0.0048
10.9194
0.9524