Failure Theories F10

Failure Theories F10 - Mm 43 FWfiEW(flaw ’W/WJ<Wm(wm...

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Unformatted text preview: Mm ( 43 ' ,, FWfiEW (flaw) ’W(/WJ . *%%<Wm(wm) I Uaxflm fim “w ?WA%A75£& [mTMW,Z.Q, gleam/4am UJZemW (Wmm) fidflfiéM (422271201 yaw/M) s} 44sz) 'WW (/Maz) 3) We (/Wmf’ 0/Mm m 2: mlem/’ mm c/g/W ( “Wm mm 51mm 77mm ) [m t M MWéaM/Miz, ,Wafi/o fléafflza‘aa ‘ Wad“me7 [41/401qu , , Jé/w'zw 4mm: 5mm: (my fl/ EDA/C7715 W Baffle WMM ESE/WWW W 46 FflMfl/ké WW flmfl} M0 (fwd; floor/£6 mam/fl m 11> Y/gw @UIL JIM fwd, M4151 Mm 1% STRESS .> STEM/6’ng g g /m (Woe/me ‘ 5% {4mm} ' m ' 604% 404 \ > //2 M17716 W W gait W W? Tax/LE W4 .7 SHE/m MM 17 \ wag/WJWWWM Mflemdawmm 0m Watt“ a4; MW WW4 m M ; ' 0W (MA/ST Mszzm > swm> om m flwfiam ogadw) WM flWfie film >541! (W) orz m flwé m ensue (W2 W7] /wz WWW /5gc/:[email protected]/ Ed Mme Agaée/M/Sm/cm Z2 m flfl ' .619} 63 O] (54 W 6; 52< 6': a Mm} M @114 625045,? a m MXWdK/Moézfl/afii/Mfiq WM (6,6)72/4441 MNST /f/I flue-TILE Wgwwe 632:0 swa N0 Mao/25 _ mm, 3% MO ,FA/wk; ggmgéA/ a! $0775? L/NES fie mail/{1% %MOHKW (mm/M7 a? w’ (WW/Wfimfifiwfl a 2552 fife/mpg cage [6 Wimmw " I MM WWALLW \ MW 77mm Mflxjémm fiw "€43 6" 53 o 61’62. 31162763 @ 6!,63 Wa£g62§ ‘ k v . I W big/f mm 62/ 53 77M 6;,6z "[email protected],63 ' 61,61 flaw/m fibMfl/yfimaéfigfl A sz /%&m&ma gay” GWM M W 62$O 4/1414? Q4 /63/4/6L/</61/ “ ‘ "(Wot/éflfima/éz W. (156154440 15' WMEWW W1% @4onth 22M WM/ZJWQ 410 A}! W% _ WW / J/qou WWJfl‘MNSf mWWMuaWW No FAIL UICE ANS/DE CUBE PRINCIPE CIRCLE F012 XO 0% am, at“ 17¢ film/:2 M MW) AM Wow M11494 my 47m 2% flwéa m m an MMS‘I’ M’Mafim mam/m M557 (8% mMmfiofl ‘ W [email protected]) WM fl 7/flz4fiw Mg) mm m 125eme 61¢ ' %,[email protected]flafieq,dm (flaw 63<6143m Mmaflq‘K-fw/wz. 45w MIJQa mz’iaW Mm MW WMMW. (kW/2M? @4wa @, flim mam/My WWW / ' 63)m6f&M/YL STATIC FAILURE THEORlES Chapter 5 02 0'3 0'1 (a) View of the distortion-ener and maximum 5 ear failure loci looking down the 0,, axis hexagonal failure locus cylindrical failure locus (b) View of the cylindrical failure locus passing through the three principal stress planes distortion—energy ellipse maximum shear hexagon (c) View of the intersections of the cylindrical and hexagonal failure loci with the three principal stress planes Fl G U R E 5 — 6 Three-Dimensional Failure Loci for the Distortion—Energy and Maximum Shear-Stress Theories 249 flwfrcém fleafi ‘ ’W' ‘ moi/WC ‘ m? \Maxufmzfiafifixflz (7,6 4/ magang Mama» M07317 W W 6/: 621+ 637’; W 61/62/63 ale/{fl XW mm a w gag/me mm m 46 Wm Wm WM AW, M M M flax/e 042 flat Way/MG ' $06 7715 MW MW fie » 5W “4 . \ + Mary Maw flan/W4 a ‘emmm, M‘mflm {Md ” ‘ Wm WWW 464/7 WM! Mm 42 I m m m 12m 1 III-[fl 0.2 5 II...“ :- O b -O.2 n“ o MIIIEEI o'lfl HI. -O.6 ‘ . MI‘AII Man II. -12 0 2 0 8 1.0 0. .4 0.6 0. 01/00 1.2 Fig. 3.108 Comparison of various biaxial stress tests on steel, copper, and aluminum with theories of failure. See (14). (3 /6/ ...
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This note was uploaded on 11/10/2010 for the course ME 338 taught by Professor Campbell during the Fall '09 term at University of Texas.

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Failure Theories F10 - Mm 43 FWfiEW(flaw ’W/WJ<Wm(wm...

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