公路隧道二次衬砌受力分析
轴力图：
剪力图：
6
公路隧道二次衬砌受力分析
弯矩图：
7
公路隧道二次衬砌受力分析
再执行列表显示单元的轴力、剪力、弯矩：执行“Main Menu→General Postproc→List Results→Elem Table Data”，在对话框中选择IN、JN、IQ、JQ、IM、
JM，单击OK，即得各个单元轴力、剪力、弯矩，见后附表 PRINT ELEMENT TABLE ITEMS PER ELEMENT
***** POST1 ELEMENT TABLE LISTING *****
STAT PREVIOUS PREVIOUS PREVIOUS PREVIOUS PREVIOUS PREVIOUS
ELEM IN JN IQ JQ IM JM
1 -0.34069E+06-0.33376E+06 9648.6 2278.1
2 -0.32359E+06-0.31673E+06 -943.05 3082.9
3 -0.29772E+06-0.29100E+06 -5066.2 6358.8
4 -0.26319E+06-0.25666E+06 -4940.1 9745.3
5 -0.22068E+06-0.21441E+06 -2457.5 11929.
6 -0.17137E+06-0.16542E+06 962.90 12383.
7 -0.11685E+06-0.11128E+06 4375.3 11102.
8 -59036. -53900. 7229.6 2575.2 11102. 8383.8
9 -39.589 4614.9 9269.3 4133.9 8383.8 4668.0
10 57926. 62055. 10433. 4866.0 4668.0 426.65
11 0.11265E+06 0.11622E+06 10774. -3899.2
12 0.16203E+06 0.16499E+06 10405. -7931.4
13 0.20414E+06 0.20648E+06 9458.4 -11367.
14 0.23735E+06 0.23903E+06 8068.7 -13977.
15 0.26035E+06 0.26137E+06 6362.5 -15604.
16 0.27226E+06 0.27260E+06 4457.6 -16156.
9308.6 -1960.0 -6750.3 -7275.0 -5420.8 -2600.2 246.62 4139.6 2932.7 1345.6 -493.28 -2464.9 7533.6 2278.1 3082.9 6358.8 9745.3 11929. 12383. -3899.2 -7931.4 -11367. -13977. -15604. 8
4829.4 426.65 公路隧道二次衬砌受力分析
17 0.27260E+06 0.27226E+06 2464.9 -4457.6 -16156. -15604.
18 0.26137E+06 0.26035E+06 493.28 -6362.5 -15604. -13977.
19 0.23903E+06 0.23735E+06 -1345.6 -8068.7 -13977. -11367.
20 0.20648E+06 0.20414E+06 -2932.7 -9458.4 -11367. -7931.4
21 0.16499E+06 0.16203E+06 -4139.6 -10405. -7931.4 -3899.2
22 0.11622E+06 0.11265E+06 -4829.4 426.65
23 62055. 57926. -4866.0 -10433. 426.65 4668.0
24 4614.9 -39.590 -4133.9 -9269.3 4668.0 8383.8
25 -53900. -59036. -2575.2 -7229.6 8383.8 11102.
26 -0.11128E+06-0.11685E+06 -246.62 12383.
27 -0.16542E+06-0.17137E+06 2600.2 11929.
28 -0.21441E+06-0.22068E+06 5420.8 9745.3
29 -0.25666E+06-0.26319E+06 7275.0 6358.8
30 -0.29100E+06-0.29772E+06 6750.3 3082.9
31 -0.31673E+06-0.32359E+06 1960.0 2278.1
32 -0.33376E+06-0.34069E+06 -9308.6 7533.6
69 -0.36463E+06-0.35656E+06 62454. 26030.
70 -0.35117E+06-0.34298E+06 27955. 7533.6
71 -0.34298E+06-0.35117E+06 -28432. 26030.
72 -0.35656E+06-0.36463E+06 -63876. 67470.
73 -0.38257E+06-0.38455E+06 96649. -10609.
74 -0.39728E+06-0.39905E+06 47427. -35367.
-10774. -4375.3 -962.90 2457.5 4940.1 5066.2 943.05 -9648.6 63876. 28432. -27955. -62454. 0.10247E+06 53309. -3899.2 11102. 12383. 11929. 9745.3 6358.8 3082.9 2278.1 67470. 26030. 7533.6 26030. 38327. -10609. 9
公路隧道二次衬砌受力分析
75 -0.41015E+06-0.41172E+06 13575. 19515. -35367. -43499.
76 -0.42121E+06-0.42258E+06 -7160.6 -1170.1 -43499. -41452.
77 -0.43057E+06-0.43173E+06 -17811. -11777. -41452. -34180.
***** POST1 ELEMENT TABLE LISTING *****
STAT PREVIOUS PREVIOUS PREVIOUS PREVIOUS PREVIOUS PREVIOUS
ELEM IN JN IQ JQ IM JM
78 -0.43833E+06-0.43928E+06 -21374. -25166.
79 -0.44455E+06-0.44529E+06 -20381. -16647.
80 -0.44926E+06-0.44979E+06 -16724. -9931.0
81 -0.45244E+06-0.45276E+06 -11672. -5701.6
82 -0.45416E+06-0.45427E+06 -5997.9 -4263.3
83 -0.38438E+06-0.38943E+06 31135. 50804.
84 -0.39682E+06-0.40102E+06 22368. 38327.
97 -0.45427E+06-0.45416E+06 -145.41 -5701.6
98 -0.45276E+06-0.45244E+06 5536.4 -9931.0
99 -0.44979E+06-0.44926E+06 10602. -16647.
100 -0.44529E+06-0.44455E+06 14281. -25166.
101 -0.43928E+06-0.43833E+06 15304. -34180.
102 -0.43173E+06-0.43057E+06 11777. -41452.
103 -0.42258E+06-0.42121E+06 1170.1 -43499.
104 -0.41172E+06-0.41015E+06 -19515. -35367.
105 -0.39905E+06-0.39728E+06 -53309.
-15304. -14281. -10602. -5536.4 145.41 34916. 27079. 5997.9 11672. 16724. 20381. 21374. 17811. 7160.6 -13575. -47427. -34180. -25166. -16647. -9931.0 -5701.6 67470. 50804. -4263.3 -5701.6 -9931.0 -16647. -25166. -34180. -41452. -43499. -35367.
10
公路隧道二次衬砌受力分析
-10609.
106 -0.38455E+06-0.38257E+06-0.10247E+06 -96649. -10609. 38327.
107 -0.40102E+06-0.39682E+06 -27079. -22368. 38327. 50804.
108 -0.38943E+06-0.38438E+06 -34916. -31135. 50804. 67470.
MINIMUM VALUES
ELEM 97 82 106 106 76 75
VALUE -0.45427E+06-0.45427E+06-0.10247E+06 -43499.
MAXIMUM VALUES
ELEM 17 16 73 73 83 72
VALUE 0.27260E+06 0.27260E+06 96649. 67470.
-96649. 0.10247E+06 -43499. 67470. 11