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5003 Lectures - Faculty of Engineering and Applied Science

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E<strong>5003</strong> - Ship Structures I 58<br />

© C.G. Daley<br />

Moments are vectors, adding in the same way that force vectors do.<br />

M z = M w sin θ lateral bending<br />

M = M cos θ vertical bending<br />

y<br />

w<br />

Stresses in the Vessel<br />

Both My <strong>and</strong> Mz cause bending stresses in the x (along ship) direction.<br />

σ<br />

V<br />

− M<br />

=<br />

I<br />

NA<br />

y<br />

z<br />

σ<br />

H<br />

M<br />

= +<br />

I<br />

Note: Sign convention: R.H.R., moment acting on +x cut face, compression is<br />

positive.<br />

In this case a +My causes tension (-) on the +z part <strong>of</strong> the vessel. A +Mz causes<br />

compression (+) on the +y side <strong>of</strong> the vessel.<br />

The total axial stress at any point on the vessel is the sum <strong>of</strong> the stresses caused by<br />

the two directions <strong>of</strong> bending.<br />

σ<br />

X<br />

= σV<br />

+ σ H<br />

− M y z M z y<br />

= +<br />

I NA I CL<br />

− M w z cos θ M w y sin θ<br />

=<br />

+<br />

I<br />

I<br />

NA<br />

CL<br />

z<br />

CL<br />

y

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