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HW5 - HNE m HW 3-D Mohr’s Circle(Handout I=-10MPH...

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Unformatted text preview: HNE m HW 3-D Mohr’s Circle. (Handout) I=-10MPH, Uy=20NIPa, 0-2: 1003/1133, TW=-10W37 rﬂ=zn=0MPa Set up the coordinate as shown. (Let the shear stress on the Z plane be zero.) So 0', = 100M'Pa should be one principle stress, thus we only need to calcuiate the other two principle stresses based on the stresses on x-y plane. First draw the 2D Mohr’s circle to get the two unknown principle stresses, and then draw the 3D Mohr’s circle as above. may 1‘» get M _._ "' ""~“':—§__‘"‘ “ W ‘3 WW. b{1W5iR—n—5iJ(3oo)f56 Swarm. ‘ r, s t. a; m , {menses , JULQ WWK! Newt .JW 8‘, £55 [\$253.31 :‘ We :. i3 [4 5:, ’44))“ TM maXlem‘t SIM; ski?) i-V‘. Egg-Mi TI 1:903 + §303 g “m T” W :1 I803 MFR .21 ' 2. arm/Isa, 05-100mm Ui-50Mf’a: Ts-LZSMPas {fifowa Set up the coordinate as shown. (Let the shear stress on the Z plane be zero.) So 01 = —50MPa should be one pn'nciple stress, thus we only need to caiculate the other two principle stresses based on the stresses on x—y plane, First draw the 2D Mohr’s circle to get the two unknown principle stresses, and then draw the 3D Mohr’s circle as above. 1‘ V ‘2 ‘2“ 7.5 :2,“ " ““““““ 61,2 3» ME: 1. R :; “73- :{ [(25+13H 25 13—3722 :J27 :2 *1 {4‘ So ﬂu; that rY‘tnCiftﬁ Sit‘é‘ﬁiﬂj atoesi, ~80 a 4’?“ ﬁg HMO Wt» 5M1!" \$51232 riot +£04.12!- r. (_ ﬁne“ 7.? {-3715} Mfrs 2 /oo [0 :i' AAAAA "‘7 1’ £90 /. T ale/W / Set up the coordinate as shown, which 18 different from above 0 pro iem sllIet the shear stress on the Z plane be zero.) 0',=10MP3, ay=100MPa, z=-30MPa, rxy=10MPa, 1'” =7” ~0MPa So a", = IOOMPa should be one principle stress, thus we only need to calculate the other two principle stresses based on the stresses on x-y plane. First draw the 2D Mohr‘s circle to get the two unknown principle stresses, and then draw the 3D Mohr’s circle as above. 6w: 55M -- 55th :2 augm- 3” ﬁg yrrnciplﬁ Si J’AFA sacre- ~30, M. w /‘/ ...
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