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Suppose we have a horizontal rigid bar hinged at one end to the wall. An inclined straight link hinged at one end to the same wall, is pinned to the rigid bar at its center. A load P is acting at the free end of the horizontal link. For static analysis we draw the free body diagrams for both the bodies and equate the net force and moment to zero. How will the static force analysis change if we replace the inclined straight link with a curved link? Will it depend on the nature of the curve?

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  • $\begingroup$ By "straight link" do you mean a non-rigid bar? $\endgroup$ – Wasabi Jun 7 '16 at 16:16
  • $\begingroup$ Or are these two rigid links? $\endgroup$ – Wasabi Jun 7 '16 at 16:57
  • $\begingroup$ Did you care anywhere in your static analysis that the bar did anything other than connect the two points? If not, there is your answer. If you did, I'd be interested to know how it applied. $\endgroup$ – hazzey Jun 7 '16 at 19:43
  • $\begingroup$ @Wasabi both are rigid links $\endgroup$ – katipra Jun 7 '16 at 19:51
  • $\begingroup$ @hazzey I would like to believe that any force acting on the inclined link acts along the link only. So, if it is curved then the direction of the reaction forces at the pinned joint would change. So yes, in my static analysis ,the reaction forces certainly did depend on the angle of inclination of the link. $\endgroup$ – katipra Jun 7 '16 at 20:07
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I understand your structure is as follows (where the circular version is just an example of a "curved" link):

enter image description here

One thing that is clear is that this structure is isostatic, therefore the external reactions will be equal in both cases. However, the internal forces within the bars will obviously change due to the change in geometry. In this example, for instance, here is a comparison of the forces in each case (obviously dependent on the actual forces and dimensions):

enter image description here

The first case functions like a truss-member, with uniform axial load and no shear force or bending moment. The curved case, however, generates shear force and therefore bending moment. This also reduces the axial load over the entire member, but it is worth noting that the maximum value is equal to the value seen in the first case.

In both cases, however, the horizontal bar presents the same internal forces.

Diagrams created with Ftool, a free 2D frame analysis tool.

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This depends whether you are just talking about a rigid body diagram/model where the structure is idealised. Here it is normal to assume that any links are perfectly rigid and massless and the model is only interested in the distribution of forces (as opposed to stresses or deflections) in the structure or mechanism and the relative position of point nodes.

In this case it doesn't really matter what shape the links are as the forces will be transmitted between nodes just the same regardless of the path the links follow as long as the points they join are the same.

Obviously once you start to consider the mass, stiffness and strength of links their geometry very much does matter but having said that if you design straight and curved links to have equivalent stiffness and strength they will behave in the same way.

Where you may well start to see significant differences is in situations where you have high strains and strain rates and where dynamic forces and vibrations are significant, fro example in something like a cricket bat or golf club as opposed to something like a linkage in a hydraulic digger.

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