Load moving horizontally across bridge, speed affect loading

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The discussion centers on whether the duration of a load moving horizontally across a bridge affects the vertical force exerted on the structure. Participants note that while intuitively a load applied for a very short time may cause less damage, engineering formulas for structural failure do not account for time dependence. Observations from bridge-building contests suggest that bridges can support greater loads when weights are moved quickly across them. The conversation highlights the complexity of structural deformation and stress distribution over time, indicating that the relationship between load duration and structural integrity is not straightforward. Ultimately, the need for further experimentation and analysis is emphasized to clarify these dynamics.
houlahound
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a load moves horizontally across a flat bridge, eg a train, does the time the load is on the bridge affect the vertical force on the bridge.

put another way; can a bridge support a load greater than it's maximum load it can support for a stationary object if the load is only on the bridge for a very short time.

I ask this because as a kid we had bridge building contests with balsa wood, we determined the best designs by adding a stationary weight until the bridge collapsed. when that same weight was sent across the bridge at speed on a cart the bridge seemed to hold up even when the load increased.

flat bridge means no projectile motion.
 
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I think that is a complex question. A structure under load will deform as a function of time. Deformation alters the stresses on other parts of the structure. But the details depend on the exact structure, so I believe the your question is difficult to ask or answer for the general case.
 
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interestingly I have looked at a number of engineering equations for failure of a particular structure/material, none of them I have seen have any time dependence. I am starting to question if my recollections of the loaded balsa bridges is accurate.

it intuitively seems that a load applied for a microscopic time will do less damage to a structure, this is not reflected in engineering formulas for failure of a structure due to a load.
 
houlahound said:
interestingly I have looked at a number of engineering equations for failure of a particular structure/material, none of them I have seen have any time dependence. I am starting to question if my recollections of the loaded balsa bridges is accurate.

it intuitively seems that a load applied for a microscopic time will do less damage to a structure, this is not reflected in engineering formulas for failure of a structure due to a load.

Look at this tensile strength video. You can clearly see the steel deforming with time before breaking.
 
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indeed, I would like to see the same experiment with that final breaking force applied for a micro-second. I am guessing the rod would not fail.

cool clip, thanks.
 
For simple comparison, I think the same thought process can be followed as a block slides down a hill, - for block down hill, simple starting PE of mgh to final max KE 0.5mv^2 - comparing PE1 to max KE2 would result in finding the work friction did through the process. efficiency is just 100*KE2/PE1. If a mousetrap car travels along a flat surface, a starting PE of 0.5 k th^2 can be measured and maximum velocity of the car can also be measured. If energy efficiency is defined by...

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