18o8l20o PSiniva Muchani Cal Metallu rqy Cah 3110312 1o3 lxaninatton Mlalur g Dtfine Ca) is the t ty Ovttiti s ltowing the auo o mal Can tho he the amount 3 fo o inditation OProtuyid COnd on Can absorhd bcinq anpiitd. load Qny O- Sve to ad mattrial thal a nq oj Ahn bforfattuse Drdiction o amoOnt aiu apPedLith ou Oth latior Fo Stress Cal Cu Show Can bLalking. J Ltocinq üptration, inditatinq the defosmation hich al dtind be doe to mattsi at o ractuv tith ool Spti m n elonqatc he o propty eharngu iD to the heat rat mn(s mtal ftongation: and o edottion o Ao Ay aro q Ao C 1oughnu abso eng nd occational The toughnu oo 10 th materiat is the Platht fanq S heste aHorinqis Particula Th abitity to wrthta Yit ld streu tithout du able in fartt Su th a vtiq about th ncand 9tar, thain ca Coupling nut i Cen bt xprey\td a hi ahility to (rane So Su hookt. 1o0qh. ii) Cecp Dro h Contan q called is Stest desom ation oC maltrial ressivt amattiiat, Cuu O O n a cntiie Specimn h i Ch tempt a ture and t n i s dltumincd a Faligs* Ciu exttntiorn) o tht by is mttol a Ct) Lo) pefi tive Sub tt{td to to LOw J o lurU, bcau o atur Ocur att a Sinqt o Conditions -ati gue a Conidrabtt amount STU The abiity o C and dtoimcd tlauticalty Calltd uii ltn( ntt. Nquirtd LIhi h to uni axial a maltia to to u Str is h tcnio thematerial n is U abtob nerg itiho mL OT Siraio hStaio Juiin ct is giuen b tuin Ihis iS UUalL Yiud Stet o Catttd a Comprtive loadinq on undtr Ccoin9 toiluru o. load dnamic ( aostratun o YLquired that cation appti spetim ve\enicd Lhn han Con1 ant al aunction o t i m u is tUYU Cre iaPied load a Contt ani i s m a i n taned Strain th to dttcrmin t h i n ginct Cce d a hn Unloadtd i's modu tui o Xntrqy t u n i t volume om 7uo Sirc fo the ng91 Pv , . % o . So nit volume l and. modotovo E 3 6) and Liitt advantagus xpiain Koctvel Hatd nus te dis advantagu Ko n ation dn Un i s qnrally (3) (3 Small (u lo ad, Contani der a Ccepttd dut a Abiity tul utitiu the hardnt ce ulttl al meaU a deth o 0 hadness. to fetdom som Pexsonat t0 to dis hguiih Smalthardns diercn oindntation Si7t tt Principal oth kocrttuu Potion Ihe th is h majo t.qand o lero a u fo the indnto nce oif abiishid apitd o is lo ad DOnd dutl ti m called to be tcuitd,to a.YCa o load thi minor APply 100 Sotatt 1 h m e a o i load a zu the tauing Ttltautd is Snciitd time peui od mino lo ad appiitd Ih diat Containt ng diuisi on 3u ttscnMi 'T20 ntiation o0002 m a kocc loo diui Siont, Cath wtt hardns uLpveStn tt io di A,R. num bu rn (HN) ScattA. dpendinq on typu indnts and major loodt Scalt' Andnt ale Y" SAtet bat 13cat 13ale in dntu, 12 o Ovtd. Lo ad rq4 dramod SCale 60 LTO HP Con Advantaq er: )No speimn Pparati on it iqutvd Seposatio0, grindinq eLnd tm be dding) S dicttly e ad abl,no 04itol evawatton Volu Harntt quircd mLaUCmun quick shott &tu cycte ) and (os 4cetivc po tt1s th Non. dutro chive t t i n g u) diaqonatt). tu SPCumun bt can ULdto dthupuv posc\ Ois ad van tg futinq i s not all ay Fhh mof acturoatt haidnas euen aSliq h tr0 CausA Stqni vicannt metho d eYO mustbe toation 1h ta ) ness hard Cal cul attd in Compt ttty he o C Coniaminafon t-{cth hth increcLiinq har dnu1 u us blw 2 Untnoun ha Th io dnici 3) materi on 4he tu 1 31udltt bcomu d i icott to distio ol. iui L1th ers hatd nuu Yict aboui Discost (a) and h he indinier o pp osi Tht Vi load dv ani a g er lmi tation Vi Ccer hard ncs a a tt cCert Jalt o th a in Cludtd dquar th ta S. 1S,00 cun th pytamid o 136 (VHa) iS b pyramid bal ongle belto hardn tis nombt diuided VM Ltith teat U16 SurC Can be h dend ca the otod totalton laintd al Sam locd leuvet. p sin ( VFIN 2 P sinlo/,) VHN: .8S SP 2 Pisthe af plitd lhut. load kq. i t h avecoq ltngth o is h angt incto ded blu 8pposit CLCC of th d amond Viccers hasdnet tat u Cg. appitd fo DrovdA beCaut a t o.qiuen daqo nat, mm the 36 load anging hom -12o 10 to 1S dettime d a airty sidt acttptanct o Drovi du CA Sttond s e a r c h alor Con tinoou SCalt o hardnus. load. Perct Square in deniati0n madt by a diamond pt amid indenBtr Rocu shion indtnation, toumud a a Mesult o S i n ing in o t h Barret Shapeon dentaton meial. ound in Cod llo Ctd mtaty Advanaqu t h i s me thocd om So-) o Can he otd had, a the wih any an d roetduu Cove all matcias, tntie hovd atn nangu Aa duhuttiu Mon 3) fy Pe oindnicr nc isOny nu lossi b is finq Disadvan taqu shoutd o 4 h : Spetimn Sotat quality 2 Pro 2) the 3) hy ces bttw (b)DiJ4rnhatt un evaluation. indtnt ptital Dted B it{ractur Plattic deomation StoLDropaq is actor fhe ith tactu ro no Platte defomat 2 Su CCe o{ 4he fra(. Oc 3) l the tis char atderi2ed 4 is inn elautic isin Plattic Condition -ormation o The Cup t cndncy o by fhe and Con dottile ation and 6thr ) delet io th matCyiat Condition. is Charattev i z d by sParaion JiaS) iS nctca led Dy dislo Ctu GCUn whun 4 mattri-34 Cry fal shininqand is tot btaincd Cpptar ant en Vt On al all brout in dytt at lttoI Craact al btaincd ur-Le ) Matcui and of n atio ) otc r atturu bri Htt attur dottite and Duttitt ratturt MattTiat 30 60 Sccand Sctand ittalken talce Sto Jlather is bqood. onomal to tenite Shhess Ihe ttn dencq o bHtattoy i n cLaLd by delaing temn Yatu v and incouinq t h mtal h is ondl ara 6) a rcduttion o th in Sp Cios -Sectil 6) tumn. Ihc i no- Ch anq CoSStction al io the Ca) Ca nal and phinomun a Yitld point 4int cxptain i i t h b a Setch alo tlattic cali 2td to plaH 4h StiC Poin in Low Coru. th t Yittd CoAh m yitd a hau in inq -omtlastic to ias a equ V alent hal i dut athr than Covt tianti tion radvat KA mitalt hhauio tie Siain ro uhi ch de efoim atio., fro t1Cntition httro qenou ty Po Sho Stl, bon Many mtdauParti colaty to w-Car havc oind a lo ad elonqaion di upp9itd point fam etonqaio Lowtr yittd Doint Lude and ton qotion Ihe load Stad ty ceouu abooi ttuata dn Sud Suddn Valo in thn and l o ad, tovder Yi td PointJ4 OCcu Lou lowY Calte s d Yitld poin Yic ld a risu Shalo9, and drops ppioximatc wi th othr st Contant iain drop is the load at hich Sud den point the Conrdant o ad in the Cuw i Calld poinf Yitd Poind elonqction' OCtU elautic Some Yittd f tb h tlonq afion which tat Conttcn load is catle d p1ate Yietd poind longation lal tloo t1 law mostme{all, aA fo no to Dal nowo IRSNelation s h i i s Sthain Hookt D sai ty o Clati call wt bi an Pub b liot thal tto Lo hau lincar a definition 0an ttatH Cb Poue law tha t lhD StLs, t h 1h Stroin thu cn Sthe acco ding Lm to vitl n0 Loith Sati s ia ibelo s fics th ow the law Sta tcn sit Vittd 2lanti cally th fn p d owr 6 Ce SthCs db inar may 4ottowin 9aph ma s 1 h e fnti le Yietd E ni not hehavu hich clalion clalio ship. hi the Powtr la maBti al bhav blw loLo h th st &quation J u 1 e n t t 1elation dou f mattriat. lou tital l , prend Od to Yitdiog has o c ort d, th Ho owin A behau Stt-Sfiain thai Hon thi . onat lo ad- dotmation motceial am attiio Lxampie O S e s s Sfrc n aph att o1ti rop o u t tu ar To Pov tio it aLI. h q u i r a thad aw Shootd Ship lation d Str css dou Sp ccimun thu On Hoo (A a cqn tn tuStattd mOv appii td being is that load the the locud a defor ma h'on i the limil tlau ti the Cxceed lonq modi{ted mo dolu and. m is thu xonnt| TrUShain (u1u and Ce ro She Stuain In nq intetinq She u C da a mta dimntiont ( otled the duinq aca o Staqe dtto ia +CoSion (ourte tn th mation betomu the allt. ot lo ad ih 6iqinal T doo DeC Cro tecfionat al this to Confinu d Tgi t and frUL h - fam Stre Tp vestnt Sharo &ain Covv, Coehcd tor ectinq ngineei n Mak Stres.hain Cur v O Stratn which rap dty h e below di oqg Z0Oering CUTUU th o t h tat.13 tau e the Comarision o and Cablc un shecimn is deotauing the on I o dutht Mc a that On tiouool din tntirtlg Chan g nd hat dimnSiont Spttimun, he o 1S bastd i becowt 9e deomation Chavacieistic th u indication no duu (osde load XTator