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MECHANIKA - MSc

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Bojtár: Mechanika <strong>MSc</strong><br />

Előadásvázlat<br />

⎡ ⎤ ⎡ ⎤<br />

0 0 0<br />

⎡σ<br />

⎤ , 5 1 2, 5 1<br />

11<br />

u x − k v + k w Q x + k Θ<br />

0 0 0<br />

22 D (<br />

v<br />

hajl.<br />

, y k4u k2 w z 1, y k4 2<br />

⎢ ⎥ 12<br />

0 0 0 0 0<br />

⎣σ<br />

⎦ ⎢u, y + v, x − k4v + k5u + k6 w⎥ ⎢Q2, y −Θ 1, x + k4Θ 1 + k5Θ2⎥<br />

σ = + + + −Θ + Θ +<br />

⎣ ⎦ ⎣ ⎦<br />

⎡<br />

0<br />

5, x k ⎤<br />

γ − 5 γ4<br />

0<br />

+ g<br />

γ 4, y + k4 γ5<br />

) ,<br />

0 0<br />

⎢γ 4, x + γ 5, y + k5 γ5 −k4 γ<br />

⎣<br />

4⎥<br />

⎦<br />

0 0<br />

⎡σ23⎤ ⎧<br />

⎡γ4⎤<br />

⎡k62γ 5 + k2 γ ⎤⎫<br />

4<br />

= D ⎪g . , z − g ⎪ .<br />

⎢ ⎥ nyír<br />

⎨<br />

⎢ ⎥<br />

0 0<br />

⎬<br />

⎣σ13 ⎦ γ5 k 1 γ 5 + k<br />

⎪⎩<br />

⎣ ⎦ ⎢⎣<br />

61γ4<br />

⎥⎦<br />

⎪⎭<br />

(14.75)<br />

(14.76)<br />

Az igénybevételek:<br />

⎡ 0 0<br />

u, x − k5 v + k1<br />

w ⎤<br />

⎡ N ⎤ 0 0<br />

1<br />

v, y + k4u + k2<br />

w<br />

N<br />

2 0 0 0<br />

u, y + v, x − k4v + k5u + k6<br />

w<br />

N<br />

6<br />

0<br />

M<br />

Θ 2, x + k5Θ<br />

⎡q<br />

⎤ ⎡ γ ⎤<br />

2<br />

4<br />

1<br />

1<br />

0<br />

M q<br />

γ<br />

5<br />

2 = Dɶ −Θ 1, y + k4 Θ<br />

2<br />

,<br />

1<br />

Dˆ 0 0<br />

.<br />

s = M6<br />

0 0<br />

2 k 62 5 k<br />

(14.77)<br />

γ + 2 γ4<br />

Θ2, y −Θ 1, x + k4Θ 1 + k5Θ2<br />

m1 s 0 0<br />

⎢⎣ 1 ⎥⎦ ⎢<br />

⎣k1 γ 5 + k61γ4<br />

⎥<br />

⎦<br />

0<br />

γ5, x −k5 γ<br />

4<br />

m2<br />

0<br />

⎢ m<br />

γ<br />

6<br />

⎥<br />

4, y + k4 γ<br />

⎣ ⎦<br />

5<br />

0 0<br />

⎣<br />

⎢ γ 4, x + γ 5, y + k5 γ5 −k4 γ4<br />

⎥⎦<br />

A mozgásegyenleteket ismételten a Hamilton-elv felhasználásával kapjuk. Ezek az egyenletek<br />

bármilyen héjtípus esetére alkalmazhatók, csak a kezdeti görbületek lesznek különbözőek.<br />

0 0 0 0<br />

N1, x + N6, y −k4 N2 − k5 N6 + k1 Q1 + k62Q2 = I0uɺɺ<br />

+ I1Θɺɺ<br />

2 ,<br />

(14.78)<br />

0 0 0 0<br />

N + N − k N + k N + k Q + k Q = I vɺɺ<br />

− I Θɺɺ<br />

,<br />

6, x 2, y 4 6 5 1 61 1 2 2 0 1 1<br />

0 0 0<br />

1, x + 2, y − 1 1 − 2 2 − 6 6 = 0<br />

ɺɺ ,<br />

Q Q k N k N k N I w<br />

0 0 0 0<br />

6, x + 2, y + 1 5 + 6 4 − 2 + 1 61 + 2 2 = 5ɺɺ<br />

γ 4 + 3ɺɺ− 4Θ1<br />

m m m k m k q s k s k I I v I<br />

0 0 0 0<br />

1, x + 6, y − 2 4 − 6 5 − 1 + 1 1 + 2 62 = 5ɺɺ<br />

γ 5 + 3ɺɺ<br />

+ 4Θ2<br />

m m m k m k q s k s k I I u I<br />

−M −M −k M − k M + Q = I Θɺɺ<br />

− I vɺɺ<br />

,<br />

0 0<br />

2, y 6, x 4 6 5 1 2 2 1 1<br />

M M k M k M Q I ɺɺ I uɺɺ<br />

.<br />

0 0<br />

1, x + 6, y − 4 2 − 5 6 − 1 = 2Θ 2 + 1<br />

10.06.20. 244<br />

ɺɺ<br />

ɺɺ<br />

,<br />

,

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