Shear Center of thing circular section

In summary, The conversation is about someone seeking help in deriving the equation for the shear centre of a thin walled slit circular section of uniform section. The person helping them gives hints and points out mistakes in their current work, such as not including relevant equations and having sloppy and unclear notation. They also suggest redoing the work with clearer labels and parameters.
  • #1
Mish4444
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Hi there, i have a problem trying to derive the equation for the shear centre of a thin walled slit circular section of uniform section.

I have attached a photo of the question bellow. it is taken from mechanics of materials. I hope someone can help.
 

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  • #2
Mish4444: You must list relevant equations yourself, and show your work. And then someone might check your math. We are not allowed to give you the relevant equations for your homework. Hint 1: Do you think you should first compute second moment of area, Iz, of the cross section? Do you think Iz will be needed to solve this problem?
 
  • #3
Hi NVN thanks for the reply.

This is where i have got to so far:
 

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  • #4
Mish4444: Some of your current work is rather sloppy, and I cannot read some of it. How do you expect people to read characters if you do not make them legible? Also, the current work is poorly labeled, and is not making much sense yet. What is Z*D in the denominator of tau_D, and why is it there? What is Zo = t? Why did you integrate statical moment of area in the tau_D equation from zero to pi, instead of from zero to alpha? And what does subscript D mean? Hint 2: Do you think you also need to integrate moment from zero to pi? Hint 3: Iz is currently wrong; try again. Can you make your work clearer? And label your parameters more carefully, so we know what you mean? Try it again.
 
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  • #5


The shear center of a thin circular section is an important concept in mechanics of materials, as it determines the location where shear forces can be applied without causing any twisting or bending of the section. This is particularly important in structures that experience shear forces, such as beams and columns.

To derive the equation for the shear center of a thin walled slit circular section, we first need to understand the geometry of the section. The section consists of a circular ring with a slit cut along its diameter. This creates two separate sections, each with a rectangular cross section.

To determine the shear center, we can use the principle of superposition. This means that we can consider the two rectangular sections separately and then combine their effects to determine the overall shear center.

First, we consider one of the rectangular sections. We can apply the formula for the shear center of a rectangular section, which is given by:

yc = (Iy1 * y1 + Iy2 * y2) / (Iy1 + Iy2)

Where:
yc = distance from the neutral axis to the shear center
Iy1 and Iy2 = moments of inertia of the two rectangular sections about their respective neutral axes
y1 and y2 = distances from the neutral axis of the section to the centroid of each rectangular section

Next, we consider the second rectangular section and apply the same formula. Once we have the values for yc for each section, we can use the principle of superposition to determine the overall shear center, which is given by:

y = (A1 * yc1 + A2 * yc2) / (A1 + A2)

Where:
y = distance from the neutral axis to the overall shear center
A1 and A2 = areas of the two rectangular sections
yc1 and yc2 = distances from the neutral axis to the shear centers of each rectangular section

By applying this formula, we can determine the location of the shear center for a thin walled slit circular section of uniform section. I hope this helps in solving your problem. If you have any further questions, feel free to reach out.
 

FAQ: Shear Center of thing circular section

What is the shear center of a thin circular section?

The shear center of a thin circular section is a point on the cross-section of a beam, where shear forces can be applied without causing any twisting or bending of the beam. This point is important in determining the behavior of a beam under shear forces.

How is the shear center of a thin circular section determined?

The shear center of a thin circular section can be determined using the principle of virtual work or by calculating the centroid of the area enclosed by the beam's cross-section. It can also be calculated using the parallel axis theorem by considering the shear flow along the cross-section.

Why is the shear center important in structural analysis?

The shear center is important in structural analysis because it helps in determining the distribution of shear stresses in a beam under loading. It also affects the deflection and stability of the beam, and its location can greatly affect the overall behavior of the structure.

What factors can affect the location of the shear center?

The location of the shear center can be affected by the shape and dimensions of the beam's cross-section, the material properties, and the loading conditions. Any changes in these factors can alter the location of the shear center and affect the beam's behavior under shear forces.

How does the shear center differ from the centroid of a beam's cross-section?

The shear center and the centroid are two different points on a beam's cross-section. While the shear center is concerned with the distribution of shear stresses, the centroid is used to determine the beam's moment of inertia. The centroid is also used to calculate the location of the shear center, but they are not always the same point.

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