Is it possible to have curvature without bending moment?

AI Thread Summary
Curvature in a beam can occur without a bending moment, particularly in prestressed beams where axial loads are present. When a portion of the beam is removed, the shift in the centroidal axis can lead to upward cambering, resulting in curvature at the damaged midspan. This curvature can be quantified even without external forces causing a moment, as the change in centroid necessitates the application of moments around the damaged area. The curvature is defined by the relationship Md/EId, where Md is the moment due to the prestressing force and the shift in the centroid. Therefore, curvature can exist independently of bending moments in specific conditions.
Fuzzy_Dunlop
Messages
1
Reaction score
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.
 
Engineering news on Phys.org
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.
 
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.
 
Hi all, i have some questions about the tesla turbine: is a tesla turbine more efficient than a steam engine or a stirling engine ? about the discs of the tesla turbine warping because of the high speed rotations; does running the engine on a lower speed solve that or will the discs warp anyway after time ? what is the difference in efficiency between the tesla turbine running at high speed and running it at a lower speed ( as fast as possible but low enough to not warp de discs) and: i...
Back
Top