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elec accor ##anc shap given supp ##tit level depend lim ter carb field ##tive some cross ##fac ##istic increasing bi reinfor ins impro ##ning concrete conduc sec linear could techn prec join ##loc ext influ numer 25 ##ending ##cop contro initial increases diam thus det ##are because alloys damage subs resist frequ contact ##ension mar dim compon rad ##aw most 30 ##als long ##ove grow following ##ale solid ##uted stiffness vis according concentr average models plate considered ##ynamic region mg second 201 ##ology grad 19 ##crib heat ##me within ##ified performed id boundary gre ##ving ul ##pt ##ric coe ##usion about numerical wa tak polym kn ed disloc very ##ages electr content applic corresponding mix result constant ##ited mul analy lead local ##atig μm ##rr ##ger microstructure includ fatig ##−1 they ##ides flu ##idual coefficient formation fatigue ##ount ##own ##yl ##inal stresses ##hib ##ven ##try ##orph presented normal state requ ox ##ke ##entation ma elements determined 50 ##fer ##olution mol resistance curves interface ##oid structures mem duc approach composites coating plane ##itt ##ently ##onse ##gen type ##xim proposed response ##ord vel zone above ##hes ##50 describ veloc do sens poss wall reported ##alu ##omp pres if ##ges evalu chang cle end impact cm cu structural geome ##ately sing ##eed ##que ##ade rock effects ##ities sel grou hardness ##umn approxim column fraction previous expl use ##ination ##onic treat mode ##tinu ##ibr contain dom those dynamic should mass ##earch see angle nm coll characteristic elect influence diameter multi ##ays new import total sem ##iction extr comb fiber proble since seen particle ##its bas youn growth em dem ##ried weld compression ##ically estim ##ural 13 abs induc wid aff ori curve ##ep exhib change less soft ##over young wt ##osity ##old single frequency stand parameter bar part carbon 14 ##ox paper polymer grains ser compressive mean mon ##ipit ##10 ##vers research relations figure ##tures friction ##umin bu depth shape showed ##av ##irc nat cut ##emical ##faces performance precipit temperatures ##trate ##sequ larger velocity developed pot bel capac exc bending optim magn ##led top dist factor without comparis bond ##orp 16 defined ##ually composition near po lat ##red ##up ##iated equation ##ior decrease speed studies ##ired metal rot atom free ##ritical ##ise axial ##ire finite ##ational comm residual ##otrop ##egr caus ##rosion ##atively express cracks difference various curr techni effective assum radi ##elding four hardening sil ##tributed ##lic ##uss ##ences simulation ##ces important treatment concentration significantly dimension ##hip alumin ##itude prepar sug mes ##tions refer ear reach ##ob prin ##ification ##ained av investigated continu ni ##roduc ##ogr critical super interaction film ##ced experiments related ##12 comparison standard good before scale ##aul she here ##ins slip strong visc ##ided 18 crystall propag conn fluid examp rol ##ward accur mel testing deform ful depos ##tivity ##abric ##ustr our 40 relationship ##he carried der cer ##tile pattern ##sc would diss electro ##af clear wear inst films components ##aries dislocation mach reduction sever band ##omog ##bs ##tice control cn ##wh relative fabric poly ##ished therm ##li integr made ##els flex eng ##tional behaviour microscop appear cool stage any table capacity ##ice formed ##verse assoc line ##ded step ##ian au potential studied ##ner measurements ##ma glass ach ##reg ##ulation current changes ##entif cent methods sch thin ##ole ##ains ##rel enh ##itive sheet allow phases amount ca ##ten achie layers act tub ii ##20 had ##oss ##the fo uniform chemical ##oy ##axial reduced mechanism around weight cells detail ##ute ##work much axis need improve proced ##ological 60 described ##aling ##ering several joint variation corrosion neg morph med 17 ke evolution ##get fill tension ##ugh like ep presence ##ty ##ittle position surfaces ##ex ##ining contr lam reinforce induced circ points star direct deg 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simulations ##ble laser approximately ##ival inv ##iding below room concl ##otropic bone nanoc stability lif reinforcement unit better equival sand toughness mac feat gas internal rates including ##tens simp ##anes vertical faul ##raction ##tra controll criter strains applications empl ##ucle reaction air ##ables reinforced mainly fit decreased cooling sw images rele propagation moment being fix required nucle tex 22 phen pc again occurs real static constitu manu martens does tri fer prim aust group typical austen regions close loads gpa conven equivalent syn bulk pass beams caused del exam expected engineering predicted moreover den correspond mid hor pur ##eneous component containing geometry ##dr agg soil bre auth consis buckling 00 ec hence technique ##tering welding ##ks development ##linear greater ##tom ##au config produced ##ystall fu 45 illustr porosity dimensional ##orption ##ially back demonstr plot ##train ##upl ##ero ##inate lattice determine 90 unc gradient nonlinear 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