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ARDIENTE

Group Work - See inside

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MECHANICS

With the introduction of the ribs, the deflection around

the global-x-axis, which was found to be 0.37 mm,

becomes negligible. According to Diana results, the

maximum value obtained with a middle rib is 0.05 mm.

Thus, the rest of the calculations were made only to

find the defections around global-z-axis. Stresses at the

longitudinal mid edges were also calculated.

Case 1 and 2 middle ribs:

With the longitudinal divisions of 1,65m and 1,10mm,

the ratio of the long side to the short side is still more

than 2, so the method is giving the same result of

2.53mm. Stress was calculated at two edges of the

middle front plate. Beam formula fixed at edges was

used, resulting in the same values as the unit without

middle ribs. Diana analysis shows that the maximum

deflection in the front plate of the unit with one middle

rib is not at the centre of the divided piece, but closer

to the ends of the unit.

K

L

M

M

K

L

K

W

FIGURE 95: CASE 1 & 2 MIDDLE RIBS - BEAM DIAGRAM FOR STRESSES

FIGURE 96: CASE 1 & 2 MIDDLE RIBS - BENDING MOMENT DIAGRAM

δ max

L

FIGURE 97: CASE 1 & 2 MIDDLE RIBS - DEFLECTION

FIGURE 98: CASE WITH 3 MIDDLE RIBS - DIANA STRESSES & DEFLECTIONS

FIGURE 99: CASE WITH 5 MIDDLE RIBS - DIANA STRESSES & DEFLECTIONS

58

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