Soldato
I said “just as hard if not harder”. The harder bit was in reference to extreme conditions were you’re expecting to absorb a significant amount of kinetic energy but must transfer the kinetic energy back to the ship to change its velocity so that you can “deflect the ship” or whatever you actually meant by that statement.
Now then Do the question I asked. Go on since it’s just basic physics you should be able to easily do the maths to calculate the component velocity of the ship at different approach angles and frontal collision points. It’s just trigonometry. We need to make sure the barriers work in all conditions right?
Also please explain how you’re going to control the point of impact of the ship to ensure you only get the shallow graze angles you are talking about and not any of the worst case conditions where you have to absorb significant amount of kinetic energy.
After you can explain how you’re going to build your barrier to not plastically deform (or how the ships hull won’t just plastically deform) under the immense kinetic energy load and how it will remain rigid enough to allow for this “deflection” you are talking about?
Which is completely wrong as already explained - you're still conserving some momentum in the direction perpendicular to the bridge if you're deflecting the ship vs bringing it to a compete halt.
That it can be a "significant amount" of kinetic energy doesn't matter, it's still going to be an even more significant amount and thus even harder if you want to halt the thing!
I don't need to explain that at all, these things already exist. Nor did I claim that a ship wouldn't deform or would be deflected in every scenario. It's your claim that deflecting a ship is as hard or harder than brining it to an immediate halt that is falty here.
I think you two need to get a slide rule, or a room.
It is possible to provide large enough fenders on piled dolphin structures to berth and moor these ships travelling at several metres per second, it is therefore feasible to provide several of these structures to protect a critical bridge structure from impact.accepting thst some damage may occur on both the vessel and the protection structure.
Several lines of 3000mm diameter steel piles driven deep into the sea bed with a thick concrete deck sounds about right with some of the piles as rakers.