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Ch_23

# First make 2 sections a a b b element stress

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Unformatted text preview: + 02 .20000E + 02 .30000E + 02 .30000E + 02 .30000E + 02 .30000E + 02 Elasticity Example Problem NEL Node Numbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 1 2 2 3 3 5 5 6 6 7 7 9 9 10 10 11 11 6 2 7 3 8 4 10 6 11 7 12 8 14 10 15 11 16 12 5 6 6 7 7 8 9 10 10 11 11 12 13 14 14 15 15 16 Chapter 23 Page 38 K. Haghighi Elasticity Example Problem Concentrated Forces and Moments 26 − .15000E + 06 28 − .15000E + 06 Known Displacement Values 1 2 4 6 8 9 17 25 0. 0. 0. 0. 0. 0. 0. 0. Nodal Displacement Values Node X Deflection Y Deflection 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0. 0. 0. .111404E − 02 .161945E − 02 .176714E − 02 .105478E − 02 .158910E − 02 .178086E − 02 .768601E − 03 .106851E − 02 .118223E − 02 0. − .620767E − 03 − .377746E − 03 − .193326E − 03 0. 0. 0. 0. − .288612E − 02 − .222389E − 02 − .117896E − 02 − .570193E − 03 − .609005E − 02 − .449951E − 02 − .217990E − 02 − .930698E − 03 − .961853E − 02 − .694166E − 02 − .272581E − 02 − .104652E − 02 Chapter 23 Page 39 K. Haghighi Elasticity Example Problem Element 1 EXX = .10548 E − 03 EYY = − .28861 E − 03 GXY = .66223 E − 04 SXX = .71094 E + 03 SYY = − .55945 E + 04 TXY = .52979 E + 03 S1 = .75515 E + 03 S 2 = − .56387 E + 04 TMAX = .31969 E + 04 ANGLE 4.77 DEG SXX = .11906 E + 04 SYY = − .41501 E + 04 TXY = − .47407 E + 02 S1 = .11910 E + 04 S 2 = − .41506 E + 04 TMAX = .26708 E + 04 ANGLE − .51 DEG SXX = − .46199 E + 02 SYY = − .44593 E + 04 TXY = .78853 E + 03 S1 = .90464 E + 02 S 2 = − .45960 E + 04 TMAX = .23432 E + 04 ANGLE 9.83 DEG SXX = .44943 E + 03 SYY = − .22456 E + 04 TXY = − .24281 E + 02 S1 = .44964 E + 03 S 2 = − .22458 E + 04 TMAX = .13477 E + 04 ANGLE − .52 DEG Element 2 EXX = .11140 E − 03 EYY = − .22239 E − 03 GXY = − .59258 E − 05 Element 3 EXX = .53432 E − 04 EYY = − .22239 E − 03 G...
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