Engineering Instantaneous Center of Rotation (Polplan in german) and STATICS

AI Thread Summary
The discussion focuses on the application of the Instantaneous Center of Rotation (ICR) method in statics, particularly in analyzing a mechanism involving a piston and various forces. The user successfully calculated the ICR for a specific configuration but is uncertain about the classification of point B as a "Nebenpol" and how to determine the ICR for a segment of the mechanism after introducing an articulation. They express a need for clarification on finding ICR coordinates and the implications of virtual work in this context. The principle of virtual work is emphasized as a crucial tool for analyzing the system's dynamics, considering the varying velocities and forces at different points. Overall, the discussion highlights the complexities of applying ICR in conjunction with equilibrium equations and virtual work principles.
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Homework Statement
A mobile jack is operated using a hydraulic cylinder, which can be used to adjust the horizontal position of point A:
1. Calculate the force acting on the hydraulic cylinder using the principle of virtual work. To do this, first design a simple beam model of the jack and insert suitable supports at points A and D.
2. Calculate the shear force and the internal moment at point P using the principle of virtual work. To do this, the previously introduced support at point A must be appropriately modified.
Relevant Equations
Principle of VIRTUAL WORK + Polplan (Instantaneous centers of rotations and "Nebenpole" if there's a translation for that). I need to justify all virtual displacements with this Polplan
Hello
I did part 1 of this HW using the rules for findint Instantaneous Center of Rotations in STATICS (Hauptpol in german) and Nebenpol (idk how to translate it). I attached my calculation and it's supposed to be the right answer. I replaced the two forces on A (piston force Ah and vertical reaction Av) by a single valued suppor (with Av) and a force Ah which I treat as not being part of the support, leaving the support free to slide. This is the method I was taught. Then I apply rules to find the ICR (Hauptpole): for example, assuming that point B is a Nebenpol (1,2) then (0,1) - (1,2) and (2,0) should lie on the same line, but on the other hand, the perpendicular support at A means that the (2,0) Hauptpol should lie on the line perpendicular to the movement of that support (vertical line then) and (0,2) is found. The rest is geometry to make small displacements.

Part 2 throws me off. I need to find internal moment, normal and shear using this method, for which I make a cut but I need to add a certain type of "Gelenk". For example, for the moment, I add an articulation (which is a Gelenk with 0 moment) and this splits the bar ABC in two: ABP and PA.
Now, how am I going to find the ICR (Hauptpol) for member ABP?
Questions:
1) is point B really a "NebenPol"? (one connecting DB and ABC) I've only seen Nebenpole between links from end to end, not a connection in the middle of another member.
2) How do I find ICR (0,1), (0,2) and (0,3)?

I know I can find the results making cuts and applying equilibrium equations. I am being forced to solve it using Polplan (ICR) and virtual work.
Any help would be appreciated
 

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  • Ubungsblatt10 2 solution M.jpg
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The principle of virtual work is applicable to this mechanism.
You could consider virtual displacements and the corresponding virtual work done by forces and torques.

Different points in it have different velocities, which you could estimate via the IC method.

As the amount of transferred work from A to C should remain constant, higher velocity of a point of interest also means higher linear and/or rotation displacement in the same period of time that other points also move, which also means that the force and/or torque at that point should be lower.

The linear movements of nodes A and C are restricted to be perpendicular to each other during the whole stroke of the jack.
Link BD is suffering compression only.
Link AC (including cross-section containing point P) is also suffering bending and shear loads.
 

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