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#91
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| Wilfried You may have considered this, but people do need to be aware that the applications you list in your website are not subject to the high stress cycles that a diving vehicle experiences. The loads from pressure in your examples are essentially static when you consider the stress range your diving vehicle will be subject to. Fatigue response is always the worry and the limiting factor. Micro-crack propogation is going to be your main concern with any brittle material. This has been researched and well described in engineering circles over the years. A lot of effort in the past has been put into research minimising fatigue cracking in concrete, with fibres added to the matrix, even steel fibres, but inevitably it's easier and cheaper to use another material. The proposed cementitious pressure hulls considered by Russian engineers were extensively material tested. They found they needed to use a fine ceramic powder and cement morter with a kevlar lining for this application. Reducing the particle size reduces the crack generation at morter aggragate interfaces which accelerates fatigue failure. Steel is a very good matierial if you really want to deep dive rather than close surface dives. For example the well known U-boats had a 18.5mm thick pressure hull 4.5m in diameter with transverse ring frames 700mm apart and 11 by 200 mm bulbed profile. The mild steel they used was not as good as todays mild steels and they had a working depth of 300ft. Crush depth was much deeper. The point: Its easy to make a pressure hull from a commercially available large steel pipe section, and it can be efficiently streamlined with nicely moulded composite bolt-on fairings. However the question I am leading up to that should be asked is "why haven't more people done this ?" The answer is something that seems to be eluding this discussion. The pressure hull is the simple bit; It's the systems that let it operate safely and effectively that are the catch, and just how you integrate these systems into the hull and what the compromises are.
__________________ Mike Johns. |
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#92
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| Im all for new and crazy ideas but Ild still be carrying flowers, dressed in my best and chiseling my name and epitaph in that thing before I got on board Ive built a lot of stuff in my days as a contractor and concrete has got more than its share of variables I lived on the water for eons as a kid Ive a healthy respect for the power of the ocean it wants you its got you and concrete woudnt be my first choice of survival suit's hell I dont even like steel or fiberglass sail boats in a pinch I want something that floats underneath me best of luck though Im not trying to pop your balloon just a little healthy skepticism best B |
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#93
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| Quote:
...its the systems - yes for a military sub - not necessarily for a civilian sub - buoyancy control is not rocket science ... ... "why haven't more people done this ?" - there are lot of examples - most in other engineering fields - it needs to take a look outside the box - Concrete suitable material for pressure hulls Title : Long-Term, Deep Ocean Test of Concrete Spherical Structures - Results after 13 Years. Descriptive Note : Technical rept. Mar 78-Nov 84, Corporate Author : NAVAL CIVIL ENGINEERING LAB PORT HUENEME CA Personal Author(s) : Rail,R. D. ; Wendt,R. L. Report Date : JUL 1985 Pagination or Media Count : 70 Abstract : In 1971, a long-term, deep-ocean test was started on 18 pressure-resistant, hollow concrete spheres, 66 inches in outside diameter by 4.12 inches in wall thickness. The spheres were placed in the ocean near the seafloor at depths from 1,840 to 5,075 feet. Over a 13 year period, annual inspections of the spheres using submersibles have provided data on time-dependent failure and permeability. After 5.3 years of exposure, three spheres were retrieved from the ocean for laboratory testing, and after 10.5 years two more spheres were retrieved and tested. This report is the third report in a series describing and summarizing the findings from the ocean and laboratory tests. Data on concrete compressive strength gain, short-term implosion strength of the retrieved spheres, and permeability and durability of the concrete were obtained. The data have shown that concrete exhibits good behavior for ocean applications. High quality, well-cured concrete can be expected to gain and maintain strength when submerged in seawater under high pressure. Concrete is a durable material in the deep ocean; neither deterioration of the concrete matrix nor corrosion of reinforcing steel are problems, even though the concrete becomes saturated with seawater. Uncoated concrete has a very low rate of premeation of seawater through the concrete and even this small flow can be prevented by a waterproofing coating. (Author) Descriptors : *CONCRETE, *STRENGTH(MECHANICS), *UNDERWATER STRUCTURES, *DEEP OCEANS, THICKNESS, PERMEABILITY, LABORATORY TESTS, CORROSION, TIME DEPENDENCE, FAILURE, HIGH PRESSURE, SPHERES, DEPTH, STEEL, SHORT RANGE(TIME), COATINGS, STRENGTH(GENERAL), GAIN, INSPECTION, WALLS, FLOW, OCEANS, DETERIORATION, SEA WATER, LOW RATE, OCEAN BOTTOM, REINFORCING MATERIALS, COMPRESSIVE PROPERTIES, WATERPROOFING, SUBMERSIBLES, IMPLOSIONS. Subject Categories : PHYSICAL AND DYNAMIC OCEANOGRAPHY CERAMICS, REFRACTORIES AND GLASS Distribution Statement : APPROVED FOR PUBLIC RELEASE source: http://oai.dtic.mil/oai/oai?verb=get...fier=ADA160232 ---- ...seems that some have done it... Cheers, Wil |
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#94
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| Quote:
Cheers, Wil ![]() |
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#95
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| Wilfried Before you can draw comparisons or quote numbers you need to state exactly what you are comparing. compressive Pressure cyclic loading is your bugbear, the supporting structures (bridge bases caissons tunnels etc) you are talking about here are not cycled through the compressive stress. The 180 million load cycles is the structural response to wave and wind loads not the predicted fatigue strength to repeated immersion to high pressure, there is a big difference here. Consider what I said: Quote:
The spheres left on the ocean floor are a classic case , sure they are durable but on the S-N curve we are looking at 1 stress cycle (one dive). If you want to repeatedly dive deep you will need to do some very comprehensive material testing specifically to determine the safe number of cycles. You cannot rely on these sorts of observations. For shallow dives and even deep static underwater habitat, it would be safe to base your engineering on these types of examples, but I am worried about the fatigue limitations of this material in this application for repeated significant loading. I am also worried that you may not be aware of this.
__________________ Mike Johns. |
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#96
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| well having read this thread and another were this was discussed in its entirety Ill have to give Welmer his due for putting up with a lot of skepticism and the occasional blunt comment along with a little bad humor on my part as far as going underwater is concerned Ild love to own a personal submersible kinda like old Calypso's diving saucer I loved that thing my issue with the hole idea is Ive worked in concrete and Ive worked with a lot of red iron as well steel I can trust as long as I am not trying to float Im ok with it concrete I just dont trust the stuff one good crack on the bottom and splash your swimming thing about steel is you can hit something and have a reasonable chance of survival in a thin concrete hull Ild be really nervous about that |
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#97
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| If I were just looking for an underwater fun boat, my choice would probably be a fiberglass wet sub. Safety assured by your wetsuit, small, nippy, relatively cheap and if it heads for the bottom easy to escape and swim to the surface. I saw several of these things in the Mediterranean, they've been around for years and are probably available commercially.
__________________ "Boats are like rabbits; you can have one boat or many, but you can't stop at two" - A. Onassis Boat designs: "a convoluted collection of discontinuous compromise" - Par ". . . ere the end, some work of noble note, may yet be done . . ." -Tennyson Dances with Turkeys |
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#98
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| ya some guys made em out of wave runners I think to resemble dolphins but they dont stay submerged for long enough oh well some day when Im rich and famous oh and you are right about the option of jumping ship could come in dam handy in a pinch |
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#99
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| The wet subs I was were at Comex Nucleaire in Marseilles, which was at that time an offshoot of an underwater services company. They had dozens of old purpose-built subs of various descriptions, both dry and wet, some obviously for seriously deep work, scattered around their grounds. A couple were really neat, with clear plastic screens around an open two place cockpit like a small helicopter, no vanes that I saw but several small rotating steering pods and 2 drive props which appeared to be fixed. Can't remember where I put the photos. It occurred to me at the time (about 15-20 years ago) that they would sell well to keen divers. I haven't seen any for sale though, which is surprising. Probably due to damn lawyers.
__________________ "Boats are like rabbits; you can have one boat or many, but you can't stop at two" - A. Onassis Boat designs: "a convoluted collection of discontinuous compromise" - Par ". . . ere the end, some work of noble note, may yet be done . . ." -Tennyson Dances with Turkeys |
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#100
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| cycle loads Quote:
I am not a concrete material scientist - but what i do know is that a bridge fundation is taking a pressure load cycle every few seconds - so it will take the number of load cycles that you have to expect in a sub hull - in less than a few hours - does the concrete come to the end of his fatigue life in a bridge within a few days? - not really - so i would not expect fatigue in a sub hull before some centuries of use - i honestly think your idea of failure by fatigue by dive cycles is out of proportion some serious orders of magnitude... I also think that the reason for the studies design with the concrete spheres that obviously skips completely your postulated "cycle problem" is just due to the fact that there is no "cycle problem" and therefore no need to include it in a "is concrete a suitable building material for submarine applications" study. On the other hand i am well aware of load cycles and fatigue especially the 10.000 cycle limit for acrylic viewports. The comet accidents with aluminium pressure hulls in airplanes - etc. In general i am a friend of treating a sub hull like a scuba tank - check it every couple of months with a testdive that gives you at least a safety factor of 1:3 - expect the unexpected test it frequently Cheers, Will |
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#101
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| I moved my question of mine over over so we have just one thread..: "I am very interested in this cruising concept but would like to know at what depth the 18m sub will operate when the snorkel is deployed. Further when cruising deeper, how long can a dive be sustained and what is the duration of the propulsion engine while submerged?" Quote:
When you say at a depth of 4,6m, is this the depth to the top of the hull? At what sea state will you be able to operate in when cruising at this depth of 4,6m? And what is the snorkel length for this operating depth? Thank you |
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#102
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| snorkel depth Quote:
Cheers, Wil |
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#103
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| Thanks Will, May I present another question or two? What wave height will the 18m sub be able to cruise in when motoring at a depth of 4,6m? Also- I see no means of controlling pitch or roll. At your proposed cruising speed of 3kt, how will the pitch be controlled while cruising?. When cruising submerged, will a forward pitch (nose down), cause a change in depth by the alteration of flow over the hull? Thanks again |
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#104
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| Quote:
What concerns pitch and roll control - the deep ballast center keeps the boat on even keel, i have not experienced ANY pitch or roll under any condition in the prototype - IF perceptible movements come up it is a up and down on even keel - absolutely not sea sickening. If you are concerned about pitch (nose up) generated from the snorkel at cruising speed - it has not been a problem either. Cheers, Wil |
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#105
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| Thanks Wil, Do you believe that the hull was exposed in the wave trough during this storm? Thanks again |
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