Issue 29

S. Terravecchia et al., Frattura ed Integrità Strutturale, 29 (2014) 61-73; DOI: 10.3221/IGF-ESIS.29.07

T

R

T

R

y

y

x

x

1 a

1 a

0.591253

0.673221

-0.0391933

-0.00500786

2 a 2 b 3 b 3 c 4 c 4 d 5 d

2 a 2 b 3 b 3 c 4 c 4 d 5 d

-0.188974

0.066697

0.00922674

-0.0104388

0.188974

0.066697

-0.00922674

-0.0104388

-0.591253

0.673221

0.0391933

-0.00500786

2.05806

-0.371508

-0.201115

0.0048963

1.28042

0.246566

-0.129643

0.00265313

1.28042

-0.246566

-0.129643

-0.00265313

2.05806

0.371508

-0.201115

-0.0048963

5 e 6 e

5 e 6 e

-0.591253

-0.673221

0.0391933

0.00500786

0.188974

-0.066697

-0.00922674

0.0104388

6 f 7 f

6 f 7 f

-0.188974

-0.066697

0.00922674

0.0104388

0.591253

-0.673221

-0.0391933

0.00500786

7 g 8 g 8 h 1 h

7 g 8 g 8 h 1 h

-2.05806

0.371508

0.201115

-0.0048963

-1.28042

-0.246566

0.129643

-0.00265313

-1.28042

0.246566

0.129643

0.00265313

-2.05806

-0.371508

0.201115

0.0048963

Table 2 : Results for the first load condition.

T

R

T

R

y

y

x

x

1 a 2 a 2 b 3 b 3 c 4 c 4 d

1 a 2 a 2 b 3 b 3 c 4 c 4 d

0.00 0.00 0.00 0.00

0.576923 0.576923 0.576923 0.576923

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.34615 1.34615 1.34615 1.34615

0.00 0.00 0.00 0.00

5 d

5 d

5 e 6 e

5 e 6 e

0.00 0.00 0.00 0.00

-0.576923 -0.576923 -0.576923 -0.576923

6 f 7 f

6 f 7 f

7 g 8 g 8 h 1 h

7 g 8 g 8 h 1 h

-1.34615 -1.34615 -1.34615 -1.34615

0.00 0.00 0.00 0.00

Table 3 : Results for the second load condition.

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