Table 9 Damage parameters for element 14 (low load-stressed element).

From: Adaptive damage analysis method for ultimate bearing capacity of steel truss structures with box section

Steps J

\(r_{k}^{{\text{0}}}\)(10− 4)

\(r_{{\text{k}}}^{{\text{e}}}\)(10− 4)

\(M_{{0k}}^{e}\)

\(D_{{0k}}^{e}\)

\(\prod\limits_{{i=1}}^{k} {M_{{0k}}^{e}}\)

\(D_{k}^{e}\)

2

215

13

1

0

1

0

3

210

15

1

0

1

0

4

204

15

1

0

1

0

5

200

16

1

0

1

0

6

196

16

1

0

1

0

7

193

17

1

0

1

0

8

191

18

1

0

1

0

9

188

18

1

0

1

0

10

186

19

1

0

1

0

11

183

21

1

0

1

0

12

180

22

1

0

1

0

13

178

23

1

0

1

0

14

175

25

1

0

1

0

15

172

25

1

0

1

0

16

170

28

1

0

1

0

17

167

32

1

0

1

0

18

165

39

1

0

1

0

19

162

48

1

0

1

0

20

160

58

1

0

1

0

21

158

70

1

0

1

0

22

157

81

1

0

1

0

23

156

93

1

0

1

0

24

154

103

1

0

1

0

25

153

114

1

0

1

0

26

153

126

1

0

1

0

27

32.72

22.15

1

0

1

0

28

32.69

22.11

1

0

1

0

29

32.65

22.07

1

0

1

0

30

32.62

22.03

1

0

1

0