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Advances in Civil Engineering
/
2024
/
Article
/
Tab 2
/
Research Article
Response and Damage Characteristics of Segmental Tunnel Lining under Various Dynamic Load Conditions
Table 2
Maximum values of plastic strains for different incidence load angles.
ξ
(°)
Position
Plastic strain (10
3
με
)
0
Joint 6 (
α
= 11.25°)
1.21
30
Joint 5 (
α
= 333.75°)
2.93
60
Joint 5 (
α
= 3.25°)
3.13
90
Joint 5 (
α
= 191.25°)
0.82