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Unformatted text preview: €115“ 7331331 2321" _
(open book)
2002. 5. 1. . 33—01 73042 EAE 301 um 6:} 00011 7004 34—394 0001 +20,000 psi,
-10, 000 psi 3743 -40, 000 psi 01 74 OE L+:}:LD}
03¢ 1;; 341—44 39094 when 040M 50—32001 3103 —:L 10003
0i 0 0363017}? 2 0-5—3— 0414007}?
b. M; 5M NH ELEM on 04000 700 3—2001 x1104 aha:— 363%
can: 0363917}? 2 0:42— 0314007}?
c. 133 <03 01632; 32060 2ng sou-1:7 012045000 psi owing
0] w i 60301 0333 74917}? (again) . 5‘13 71"? ‘33‘5’3 %°fl/\i upsetting‘é BEL cold- heading? ~3—D}%9] 1% 011/3
50% % on iii-M 111394 03330; 013% 00 31—1094 XHE—E— E0 1:354
strokei {E3753 $931? t337—530] $01471] 0}: 7R} “#30114. 01-3419] 1333173 E 017‘:— BWr {3° ‘ifl‘3°fl/~i H17ixi~r 7‘ EE‘3§ 94 J‘ifl‘3v‘3 %k—3— 130i El 170L113 70173017] ”41311: i if? $531391: 337%
3 HIE—ti] :Lfljl :43 13557114 23%(1—571‘354 $472M] 915}
E53 $9: 531% 1123*iii(Circulrnferential direction) 0 i +70, 000 psi
1:11— HO 01 5%? %a€k% {Vii 0] fififl—E— 33%. E‘flfidplain strain) %E§} ’EWMV‘i
@Oi‘xkflr—Tl {PEI—QT A Skit—7i? (Er—9] {171% 2111‘]? $3!) #21101 A; 1—0: 14°11 711:1. 93% 7o E- 175,000 psi
83‘; 701’E— 100,000 psi
3434*] @4143 - 1200 Hal/‘3 74151: - 30X106 ps1 A- Solid Bar-
Uniaxial Compression 0- Thin-Wall Cylindrical
Pressure VVessel -
Dished-End 5
Internal Hydraulic Pressure Distortion Energy 5&1; 2,32qu 12,.
F4101] mam;— E7] sou-i €43 9:
741 %‘—°fl*i one 739% 019} E— 55601 011343
1‘12} 31!) D. 3- Thin Sheet
Balanced Biaxial Tension. Thin-Wall Tube
Uniaxial Tension ‘ ' A
géflg—r w 4%-
1’1 7/1194 1:
T W7}? U
0.5 in. 33430] 0.002 in/i
_o_ 69% 1_. EH 5:)“;
3‘21 m i
94739: 96.5 in. 015}. 0] ‘Erflfi %71 O A} 5. $§54 0&3 48417} 211:}.
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- Spring '17
- MHKIM
- Hydraulic machinery, 5M NH ELEM, BEL cold- heading
