5003 Lectures - Faculty of Engineering and Applied Science

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E5003 - Ship Structures I 196 © C.G. Daley 18.1 Solve the shear flow in the following frame section. What are the shear forces transferred through the welds in details A and B (in kN/m)?
E5003 - Ship Structures I 197 © C.G. Daley Topic 19: Shear Flow in adjacent Closed Cells In a double sided or double bottom vessel there are often many adjacent closed cells. Adjacent close cells present an added complexity when solving shear flow. The complexity is that the corrective shear flow in once cell causes a corrective slip in the adjacent cell, because of the common side. When we add a corrective shear flow in one loop we can't help but get some flow and slip in adjacent loops. Consequently, in order to ensure that we have no net slip at each and all cuts we need to satisfy a set of coupled equations. For example, in the case of two adjacent loops we have;
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5003 Lectures - Faculty of Engineering and Applied Science

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