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Ma{instvo 2(7), 63 – 74, (2003)<br />

N.[virig;....: ANALIZA NAPREZANJA U U^VR[^ENJU...<br />

4. ISPITIVANJE MODELA<br />

4.1 Optere}ivanje modela<br />

Kona~no obra|en model spreman je da se optereti<br />

i da se izvr{e sva potrebna mjerenja. Polo`aj<br />

to~aka na modelu odre|en je pravokutnim<br />

koordinatama ~ija se jedna os poklapa sa osi<br />

simetrije modela. Urezivanje koordinatnih osi u<br />

povr{inu modela nije mogu}e zbog pojave<br />

unutra{njih <strong>naprezanja</strong> na modelu, koja bi imala<br />

negativnu posljedicu na ispitivanje.<br />

Optere}ivanje svih modela izvr{eno je u zatvorenom<br />

okvirnom nosa~u pomo}u vijka sa trapeznim<br />

navojem.<br />

Prijenos sile na modelima izveden je pomo}u<br />

posebnih ~eljusti koje se sa vijcima pri~vrste na<br />

model, a na drugoj strani ~eljusti nalazi se<br />

simetri~no izbu{ena rupa koja se spaja s<br />

prstenastim dinamometrom pomo}u zatika.<br />

Same ~eljusti su postavljene tako da budu<br />

simetri~ne sa modelom i da se sila prenosi<br />

podjednako na sve rupe modela<br />

Svi modeli optere}ivani su u dva me|usobno<br />

okomita smjera kako bi se {to vjernije simuliralo<br />

stvarno stanje <strong>naprezanja</strong> na mjestu u~vr{}enja<br />

pola.<br />

Omjer vertikalne i horizontalne sile kojom se<br />

optere}uje model odabran je tako kod svih<br />

modela, da se dobije odnos <strong>naprezanja</strong> koji<br />

odgovara stvarnom stanju <strong>naprezanja</strong> u realnim<br />

pogonskim uvjetima.<br />

Iznosi sila F V i F H kojima su optere}ivani modeli<br />

dani su u tablici 4.1. Odabran je uvijek onaj omjer<br />

sila F V / F H koji je za razmatranje pojava u modelu<br />

najpogodniji tj. za taj omjer u modelima se<br />

pojavljuje maksimalni red izokroma. Taj se red<br />

izokroma najlak{e snima u kriti~nom presjeku,<br />

budu}i bi se kod ve}ih iznosa optere}enja<br />

maksimalni red izokroma znatno pove}ao, te bi one<br />

postale toliko guste i nejasne da se ne bi mogle<br />

vi{e razlu~ivati (brojati).<br />

4. TESTING OF THE MODEL<br />

4.1. Loading of the model<br />

When the model is finished it is ready to be loaded<br />

and submitted to all the necessary measurements.<br />

The position of points on the model is defined by<br />

rectangular coordinates. One of their axes agrees<br />

with the model symmetry axes. Cutting in axis<br />

coordinates into the model surface is not possible<br />

because inner stresses occur in the model, which<br />

would have a negative effect on testing.<br />

The loading of all models was carried out in a<br />

closed frame carrier by means of trapeze thread<br />

screw.<br />

The transmission of force on models was carried<br />

out by means of special jaws fixed by screws to<br />

the model. On the other side of the jaw there is a<br />

symmetrically drilled hole which is connected to<br />

the ring dynamometer by means of a pin.<br />

The jaws are symmetrical with the model and the<br />

force is transmitted equally to all holes of the model.<br />

All the models are loaded in two vertical<br />

directions. In that way the simulation of the real<br />

stress on the spot where the pole is fixed is very<br />

reliable.<br />

The ratio between the vertical and horizontal force<br />

by which the model is loaded is chosen for all<br />

models, i.e. the stress ratio (σ v / σ h ) = 1, which<br />

corresponds to the real arrangement of the<br />

generator pole fixing.<br />

Values of the forces F V and F H by which the model<br />

was loaded can be seen in Table 4.1. The force<br />

ratio, F V and F H was chosen so that it would give<br />

the most convenient way of considering the<br />

phenomena in the model, i.e. for that ratio the<br />

maximum order of isochrome appears in the<br />

models. This isochrome order is recorded easily in<br />

the critical cross-section, since at higher loading the<br />

number of maximum isochrome order is increased<br />

considerably. They become so dense and unclear<br />

that they cannot be distinguished (counted).<br />

Tablica 4.1. Iznosi vertikalnih F V i horizontalnih F H sila optere}enja na modele<br />

Table 4.1. Amounts of vertical and horizontal (F V and F H ) loading forces on models<br />

Model I II III IV V VI<br />

F V , N 450 450 450 450 300 1500<br />

F H , N 460 460 460 460 310 500<br />

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