Is it possible to have curvature without bending moment?

In summary, the beam has curvature due to thebending moment created by the eccentricity of the prestressing force at the damaged section.
  • #1
Fuzzy_Dunlop
1
0
The simple question is whether it is possible to have curvature in a beam with no bending moment (similar to how there can be strain without stress)?The main example I have to discuss what lead me to this question is a beam which has been prestressed concentrically and so is undergoing only axial stresses and no bending stresses. The beam at the start therefore just has an axial load at each end representing the PS forces. The next step is that a significant portion of the beam is removed (damaged) from midspan causing the centroidal axis of that part of the member to shift upwards while the prestressing force remains in the same line of action as originally.

Intuitively I would say that if a member under axial loads had a portion of the section removed, the beam would camber upwards and curve at midspan where the damage is. The curvature for this could be represented in a curvature diagram that is zero everywhere that the beam is intact but has a continuous value within the damaged portion where the flexural rigidity is reduced and the centroidal axis has changed. There hasn't necessarily been any forces applied to cause a moment but there would be curvature as far as I can tell.

My thinking is that the shift in the centroidal axis means that you effectively have to apply a pair of moments either side of the damaged portion Md= P χ δy where delta y is the shift upwards in the centroid and P is the prestressing force. The curvature would then be equal to Md/EId within the damaged part of the beam and elsehwere it would be zero as before.
 
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  • #2
An element that is not actively subject to a bending load does not possesses a neutral axis or surface.

Many prestressed members ( and some large steel ones) are subject to a precamber that will 'drop out' on active bending.
 
  • #3
In the case you described, there is a bending moment due to the eccentricity of the prestressing force at the damaged section. Much the same as the moment, thus the curvature, created by intentionally eccentric prestressing.
 

Related to Is it possible to have curvature without bending moment?

1. What is curvature without bending moment?

Curvature without bending moment refers to the shape of a structure or object without any external forces or moments acting upon it. It is a measure of how much the shape deviates from being perfectly straight.

2. Is it possible to have curvature without bending moment in real life?

Yes, it is possible to have curvature without bending moment in real life. This can occur in structures or objects that are in a state of equilibrium, where the internal forces are balanced and there are no external forces or moments acting upon it.

3. How is curvature without bending moment different from curvature with bending moment?

Curvature with bending moment occurs when external forces or moments are applied to a structure, causing it to deform and bend. This is different from curvature without bending moment, which occurs in a structure that is in a state of equilibrium.

4. What are some examples of objects or structures with curvature without bending moment?

Some examples of objects or structures with curvature without bending moment include a perfectly straight beam supported at both ends, a cylindrical pipe with uniform internal pressure, and a spherical shell with uniform external pressure.

5. How is curvature without bending moment calculated?

Curvature without bending moment is calculated using the formula K = 1/R, where K is the curvature and R is the radius of curvature. This formula can be applied to any point on a structure or object that is in a state of equilibrium to determine its curvature without bending moment.

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