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Bismarck steel requirements

Discussions on all (non-biographical) aspects of the Kriegsmarine except those dealing with the U-Boat forces.

Bismarck steel requirements

Postby stg 44 on 25 Aug 2011 15:33

How much steel was used in the construction of the Bismarck? How about other raw materials?

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Re: Bismarck steel requirements

Postby Helge on 27 Aug 2011 07:36

Battleships must be able to withstand repeated hits and continue fighting, so their armour expanse, distribution, and thickness are extremely important. In terms of expanse, the Bismarck devoted 19,082 mt to belt, deck, turret, underwater, and splinter armour, which amounted to 40% of its designed combat weight (47,870 mt). Only the 69,100 mt Japanese battleships of the Yamato class carried more armour (22,895 mt), ablet at a much smaller percentage (33.2%) of the ship's total weight.
Materials used.

The steels used to build the Bismarck were the end result of extensive research and development that began shortly after WWI ended. This led to the creation of armour and construction steel that was clearly superior to WWI products. In terms of specifics, the following criteria apply:
· St 52. Construction grade steel with a tensile strength of 52-64 kg/mm², a strain of 21% and a yield point of 36-38 kg/mm².

· KC n/A (Krupp cementite, new type). Face-hardened armour steel. This material contained 3.5-3.8% nickel, 2% chrome, 0.3% carbon, 0.3% manganese, and 0.2% molybdenum, and it was used for the side belt, turrets, barbettes, and conning towers. The 670 Brinell face-layer tapered in hardness as it extended into 40-50% of the plate's total thickness. Post WWII proving ground test indicated that KC was only slightly less resistant than British cemented armour (CA), and markedly superior to US Class A plates.

· Wh (Wotan hart). Homogeneous armour steel with a tensile strength of 85-95 kg/mm², a strain of 20% and a yield point of 50-55 kg/mm². This material was used for the armoured decks, and, in the thickness employed aboard the Bismarck, was the equal of most foreign homogeneous plates.

· Ww (Wotan weich). Homogeneous armour steel with a tensile strength of 65-75 kg/mm², a strain of 25% and a yield point of 38-40 kg/mm². This material was used for the longitudinal torpedo bulkheads.

Vertical Protection.


Kiel, March 1941. The 32cm lower main belt which covered 70% of the ship's waterline length, can be clearly seen here.
The external armoured citadel included a main KC vertical belt that was 320 mm thick, 4.8 meters wide, and 170.7 meters long. It covered 70% of the waterline (by far the greatest extent of any WWII battleship), and protected the armour deck, the upper platform deck, and part of the middle platform deck. The belt was backed with a 60 mm thick layer of teakwood that helped absorb shock damage, and it was bolted onto 16-25 mm thick side plating. The majority of the belt was located above the waterline (3.0/1.8 meters as designed, but 2.6/2.2 meters in practice), with the reasoning that shells are more likely to hit above than below the waterline. The citadel area above the main belt was armoured with 145 mm thick KC plates that protected the battery deck all the way to the armoured upper deck. This plating could also provide a protected waterplane area in the event of severe lists, decap and slow heavy APC shells, and stop light shells outright. Finally, lighter plating was mounted well forward and aft of the main belt (60 mm Wh forward and 80 mm Wh aft), and this protected nearly the entire waterplane area from splinter of light shell damage.
The belt armour was also inclined outward to increase its resistance in regions forward, abeam, and aft of the main turrets and their magazines, with the cambered sections occupying around 50% of the main belt's length. The outboard inclination was 17°, 10°, 7°, and 8-10° abreast turrets Anton, Bruno, Dora, and Cäsar respectively. This accorded additional protection while not compromising stability by compressing the bulk of the waterplane area inboard, and especially in the critical amidships area.
The hull was divided into transverse sections by 22 bulkheads that varied in thickness. The KC armoured bulkhead between sections XIX and XX (frame 202.7) was located in front of turret "Anton", and it marked the citadel's forward limit. This bulkhead extended from the upper deck down to the middle platform deck, and varied in thickness as it descended (145 mm at the level of the battery and armour decks, 220 mm thick at the upper platform deck, and 180 mm at the middle platform deck). It was partially shielded by the ship's 60 mm forward plating, which presented very poor attack angles to shells being fired from the bow quarters. Aft of turret "Dora", between sections II and III (frame 32), there was another armoured transverse bulkhead of similar characteristics, and this was reinforced by the stern's 80 mm thick splinter plating. These two transverse bulkheads, together with the longitudinal side belt and armoured upper deck, defined the external citadel (armour box) which protected the ship outboard areas. The internal raft accorded additional protection to the vitals, as we shall see when examining the horizontal protection scheme.




Horizontal protection.

The upper armour deck was 50-80 mm (Wh) thick and covered most of the ship's length (from frame 10.5 to 224). The 80 mm (Wh) platting was located from forward to aft of each pair of main turrets, around the secondary turrets, and under the control tower. A lightly protected 20 mm (St 52) thick battery deck was located 2.4 meters beneath the upper deck. The third armour deck was 10.3 meters above the keel, and featured the classic "turtle deck" arrangement with sloped edges. The amidships flat portion of the main armour deck marked the top of the internal armoured raft, and it was normally situated about one meter above the designed waterline. It was 80 mm thick over the machinery and 95 mm over the magazines. The outboard sloped portion of this deck was 110-120 mm (Wh) thick, and inclined downward at about 22° from the horizontal to where it met the lower edge of the main armour belt under the waterline. The armour deck's slopes presented attacking shells that penetrated the side armour with impact obliquities of up to 68°, and were 110 mm thick around the machinery and 120 mm thick adjacent to the magazines. Subsequent analysis indicated that the combined external citadel and internal raft could provide the vitals with relative immunity from 406 mm/45 APC shells fired at point-blank range.
The bow region was protected by a 20 mm thick fourth upper platform deck, and the stern had an armoured turtle deck of 110 mm which protected the steering gear.
Horizontal Deck Protection
Over machinery
Over magazines
Bow
Stern
Upper deck: 50 mm (Wh) 80 mm (Wh) 50 mm (Wh) 50 mm (Wh)
2nd battery deck: 20 mm (St 52) 20 mm (St 52) 12 mm (St 52) 8-12 mm (St 52)
3rd armour deck (centre-slopes): 80-110 mm (Wh) 95-120 mm (Wh) - -
4th deck: 20 mm (Wh) 110 mm (Wh)
Total (centre-slopes): 130-160 mm (Wh) 175-200 mm (Wh) 70 mm (Wh) 160 mm (Wh)

Turrets.

The main battery turrets were 130-360 mm KC. The barbettes were 340 mm KC over the upper deck, and 220 mm KC below it down to the third armour deck. The thickness was reduced because of the protection given by the 80 mm (Wh) upper deck and 145 mm upper citadel plating. In terms of US Class A armour, the effective resistance of the 340 mm barbette armour was 390-405 mm.

The secondary battery turrets were protected by 20-100 mm Wh plates. Their barbettes were 80 mm Wh above the upper deck. Below the upper deck the barbettes' armour could be reduced to 20 mm because the 80 mm Wh thickness of the upper deck and the 145 mm thickness of the citadel armour provided additional protection. Moreover, the secondary turrets' ammunition trunks were protected by the main side belt as they descended, and thus there was no need to extend their heavy barbette armour downward.

Command posts. Conning towers.

The forward conning tower had 350 mm KC walls and a 220 mm KC roof. The rangefinder cupola, on top of the conning tower, had 200 mm KC walls and a 100 mm KC roof. The conning tower was connected with the armour deck by a communications shaft of 85 cm in diameter and 220 mm KC walls.
The after conning tower was not so heavily protected. Its sides were 150 mm KC, the roof was 50 mm KC, and the communications shaft running to the lower decks was 70 cm in diameter and 50 mm KC thick. The aft range finder cupola had 100 mm KC walls, and a roof of 50 mm KC.
The foretop command post was lightly protected because it was so high in the foremast that heavy armour would cause stability problems. The walls were 60 mm KC and the roof was 20 mm KC. The cupola's walls were 30 mm KC, and the roof was 20 mm KC.

Command post
Forward
After
Foretop
Walls
350 mm
150 mm
60 mm
Roof
220 mm
50 mm
20 mm
Floor
70 mm
30 mm
20 mm


Underwater protection and compartmentation.

The hull was divided into 22 watertight compartments, 17 of which were located within the citadel (sections III-XIX). The area above the waterline between the armour and upper deck was divided into three large sections by 30 mm (Wh) thick port and starboard longitudinal splinter bulkheads. These were located 3-5.4 meters inboard of the side belt, and formed 51 armoured cells within the upper citadel by being transepted by transverse bulkheads. This entire array was divided in the horizontal plane by the intervening battery deck, which resulted in 102 cells. Many of these cells were subdivided by transverse and longitudinal bulkheads, with the compartmentation between the main and battery deck being in the region of 100, and above that number if one includes the compartments fore and aft of the citadel. However, the compartmentation above the armour deck far exceeds that below it.
The underwater hull formed the vast bulk of the internal armoured raft, and it was protected from torpedo and mine damage by 45 mm Ww port and starboard longitudinal bulkheads. These bulkheads were vertical instead of sloped as in the Scharnhorst Class, and were backed by 8 mm thick ductile plates that served as further protection against flooding, should the outer plate crack or deform. The underwater bulkheads could interact with the sloped armour deck above them to increase the vitals' protection against shells, but their main purpose was to limit underwater damage.
The distance between the torpedo bulkhead and the outer hull was 5.4 meters amidships (sections IX-XII), although it tapered to about 3 meters abeam turrets Anton (section XVIII) and Dora (section IV). German design philosophy attempted to avoid overly wide torpedo protection systems on the grounds that they placed a great burden on stability when flooded. Indeed, the effects of outboard flooding increase as a function of the square of a given water mass's distance from the centreline. A traditional gas expansion/counterflooding space was placed outboard of three liquid-loaded compartments which abutted the main torpedo bulkhead. The fuel oil and feed water these compartments contained, helped slow fragments as well as disperse and absorb the shock waves generated by underwater blasts. The outer void was used for counterflooding. Overall, the torpedo defence system was designed to resist a TNT charge of 250 kg (550 lbs) although its resistance actually proved to be considerably higher than that.1)
The compartmentation within each level of the internal raft was very extensive. There were 3-4 decks above the compartmented double bottom, and each of these was intricately subdivided. For example, the upper platform deck included over 250 compartments, while the middle platform deck had a nearly equal number. The lower platform deck was subdivided into over 200 compartments, and the fuel, potable water, and void spaces below this were even more finely divided. In fact, the double bottom had a depth of 1.7 meters between frames 77.3-154.6, and this provided some protection against underwater explosions from mines.
Finally, the hull was equipped with the MES (Magnetischer Eigenschutz) "magnetic self-protection system". This consisted of a series of cables that demagnetised the ship's hull in defence against magnetic mines and torpedoes.
Distance between torpedo
bulkhead and outer hull
Torpedo bulkhead
Turret A (section XVIII) 3 meters 45 mm (Ww) + 8 mm
Turret B (section XVI) 3.5 meters 45 mm (Ww) + 8 mm
Amidships (sections IX-XIII) 5.4 meters 45 mm (Ww) + 8 mm
Turret C (section VI) 3.8 meters 45 mm (Ww) + 8 mm
Turret D (section IV) 3 meters 45 mm (Ww) + 8 mm
1) According to “Technical Report No. 222-45. Loss of the Battleship Tirpitz on 12 November 1944”, the torpedo defence system on Tirpitz was designed to withstand about 660 pounds (300 kg) of German hexanite.

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Re: Bismarck steel requirements

Postby pugsville on 27 Aug 2011 09:50

Raw Steel requirements are greater than finished product tonnage. For a Panzer IV the steel requirement was around 170% of the vehicle's finished weight. I Image for ship Armour and hulls there would be less wastage, but anything machined you would get a large amount of wastage.

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Re: Bismarck steel requirements

Postby Dunserving on 28 Aug 2011 10:10

WASTAGE?

It certainly wasn't wastage. I can't speak for German ship production, but I can regarding aircraft production in the UK as my father was heavily involved in it. All metal was coded as to its precise type with colours painted on the end of each piece. Machines used for cutting shaping grinding filing whatever were similarly colour coded as were waste bins for collecting off-cuts and swarf. Thus, a machine tool used on one particular grade of metal was never used on any other type. Material cut off was thus kept pure and could be put back into the production process without reducing quality.

The amount of metal that was really wastage that could only be recycled into lower grade material was actually very small.

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Re: Bismarck steel requirements

Postby pugsville on 29 Aug 2011 08:56

You still have to take the "wastage" back for reprocessing (even if not back to the first stage) it's now little bits not suitable for immediate input into the process system where it has been created, most likely shipping to another site where it will be re-shipped back to the site it came from now in a usable process input form. With the shortage of steel and the general costs in making and shipping it and the raw materials around, i have no doubt the off cuts will be reclaimed into the system, but it's a cost that has to be allowed for in some fashion for the overall cost of production.

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Re: Bismarck steel requirements

Postby Helge on 29 Aug 2011 09:08

pugsville wrote:You still have to take the "wastage" back for reprocessing (even if not back to the first stage) it's now little bits not suitable for immediate input into the process system where it has been created, most likely shipping to another site where it will be re-shipped back to the site it came from now in a usable process input form. With the shortage of steel and the general costs in making and shipping it and the raw materials around, i have no doubt the off cuts will be reclaimed into the system, but it's a cost that has to be allowed for in some fashion for the overall cost of production.


Would be to understand how the transport was carried out. You know something? The price of transportation and the distance of transportation seems to me important

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Re: Bismarck steel requirements

Postby Dunserving on 29 Aug 2011 11:54

Transport cost in the UK was essentially zero. Trains of trucks that were deivering metal from source to fabricator were going to go back empty for the next load! Carrying off-cuts really didn't cost anything much at all.

Off-cuts did not need any of the complex transporting and re-processing that has been suggested - at least not in the UK. We had a very strict organisation where metals were colour coded according to type, so were the tools (separate tools for each grade of metal, and so were the waste bins for collecting off-cuts. Thus all that needed to be done was simply remelt the off-cuts and reform into sheet or girder as required. it really was that siimple and cheap. I've no doubt that the German industrial machine was just as well organised when it came to handling such important war materials.

If you want me to be really boring I still have my late fathers manuals on the handling, storage, maching and transport of metal and can photograph and post some pages. For us it was more complicated as we ended up with a lot of kit of American manufacture and their metal types/specifications were different to ours in the UK. That meant separate colour coding and care being needed when recycling metal from unserviceable aircraft etc.

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Re: Bismarck steel requirements

Postby pugsville on 29 Aug 2011 14:23

Even if return transport is free on empty wagons, the re-transport back is not. German tank production 170% of steel required means 70% more transport from steelworks to tank factory. That's without the costs of manpower to sort . load, provide space and materials for storage. It's a significant cost.

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Re: Bismarck steel requirements

Postby Dunserving on 29 Aug 2011 20:37

pugsville wrote:Even if return transport is free on empty wagons, the re-transport back is not. German tank production 170% of steel required means 70% more transport from steelworks to tank factory. That's without the costs of manpower to sort . load, provide space and materials for storage. It's a significant cost.


Err, that's the price you pay for not building the tank in the steelworks!

And it is the reason why, in the UK at least, they tended to be close together!

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Re: Bismarck steel requirements

Postby Terry Duncan on 31 Aug 2011 03:22

The one area where wastage in ship production would be effectively non-recoverable would be the actual face hardened armour plate. That would be the Wotan armour on Bismarck, Class A on US ships etc. Class B or non-face hardened armour would be ok to re-use and forms the bulk of all armour except the belts.

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Re: Bismarck steel requirements

Postby Helge on 31 Aug 2011 10:00

Terry Duncan wrote:The one area where wastage in ship production would be effectively non-recoverable would be the actual face hardened armour plate. That would be the Wotan armour on Bismarck, Class A on US ships etc. Class B or non-face hardened armour would be ok to re-use and forms the bulk of all armour except the belts.



Clarification very technical and very interesting. Thanks Terry Duncan

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Re: Bismarck steel requirements

Postby Helge on 31 Aug 2011 10:13

Wotan Harte n/A" (Hardened 'Wotan' steel New Type

Armor used for horizontal protection (armored decks and turret or conning tower roofs) and for vertical protection from 1-4 inches (25.4-101.6 mm) thick was of a soft, ductile, homogeneous steel manufactured by Krupp and called by the German Navy "Wotan Harte n/A" (Hardened 'Wotan' steel New Type), abbreviated "Wh n/A." Wh was first used in the German cruisers and "Pocket Battleships" of the late 1920's and remained in use through the end of WWII. The steel was a slightly improved form of the original medium-carbon (0.2-0.4 percent carbon) nickel-chromium steel introduced in 1894 by Krupp and later forming the basis of all high-grade armors made of steel even today by all nations. Wh n/A used some molybdenum to improve manufacturing results and was slightly tougher (crack resistant) than the original "High-Percent Nickel-Steel," also called "Krupp Soft" or "Quality 420" (Krupp's own label) steel, used through the end of WWI. Otherwise, there was little to choose from between the older armors and Wh n/A armor. British "Non-Cemented" armor (NCA) and U.S. "Class 'B'" armor or "Special Treatment Steel (STS) were similar materials, to name just a few. My information indicates that WWII U.S. Class 'B' armor was slightly superior to German Wh, though the difference is so slight as to be of little significance compared to all other sources of error during most evaluations.

Homogeneous (the same everywhere inside and out) armor is usually kept soft and ductile, with the hardening (strengthening) kept an high as possible with the restrictions that (1) the armor does not got so hand as to crack prior to the projectile being completely stopped or deflected, if the projectile is rejected, or prior to the last possible moment, if the projectile is going to penetrate anyway; (2) the armor remains in one piece with as few fragments being thrown from it as possible if a hole is made, so that complete penetration of the projectile itself is needed for major damage behind the plate; and (3) the armor does not cause major damage to the impacting projectile at high obliquity where such damage might allow pieces of a broken projectile through a hole it made in the plate, but where an intact projectile would be rejected entirely if it could not fit through that hole. Values of 225-250 on the Brinell hardness scale was the usual range for homogeneous Krupp-steel naval armor (soft wrought iron is roughly 100 and mild steel roughly 120-150 on this same hardness scale).

This form of armor uses its toughness to stay in one piece and continue resisting the projectile for the longest possible time as the projectile causes the plate to bend and stretch and finally tear open entirely through. While projectile damage (especially nose damage) may reduce projectile penetration at low (near right-angles) impact obliquities, at angles of impact above about 45o from right angles the projectile is "defeated' by causing it to be deflected away like a stone skipping off of the surface of a pool of water. The force on the projectile is caused by the high-leverage push on the nose's side in contact with the plate which forces the projectile to rotate in a direction parallel to the plate's face. At high obliquity, unless the projectile is able to dig into the plate deep enough at the start to be held by the material surrounding it until it can push open a hole entirely through, the projectile nose will tear from the plate and the projectile will ricochet off, leaving a long groove, with or without a slot-like tear at its bottom. As long an the projectile remains in one piece, if the nose glances off, so does the entire projectile (only in extremely thin plates hit at very high velocity can the projectile tear through sideways even if the nose fails to dig in). The blunter the projectile's nose, the less leverage the force has and the more the force decelerates rather than deflects the projectile, so the less effect increasing the impact angle has on the penetration. Also, if the projectile breaks apart, deflection of the nose pieces does not prevent the lower portion of the projectile from pushing on into the plate region already weakened by the stress of deflecting the nose and piercing the plate there, so for projectile deflection rather than deceleration to be fully utilized as a means to keep projectiles out, they must remain in one piece at high obliquity.

The armor-piercing (AP) cap used by most large-caliber armor piercing projectiles since circa 1898 to greatly improve penetration against face-hardened armor causes just the opposite effect against thicker (over about 0.4 times the projectile's diameter in thickness) homogeneous armor at low obliquity (the thicker and harder the cap, the worse the degradation is). The negative effects of using an AP cap against homogeneous armor are much reduced at high obliquity, where the usually blunt cap shape helps the projectile by inhibiting ricochet (but never as helpful as not having a cap and making the projectile nose itself as blunt as the cap face is, though such a blunt nose reduces penetration ability against thick armor at low obliquity).

For plates under 4 inches thick, making extremely high hardness steel armors that damage high-quality AP projectiles at low obliquity ("KC" armors to be discussed below) was difficult to realize reliably during the time frame that we are talking about, so homogeneous steel armor was the best against smaller AP projectiles at all obliquities. When armor plates are inclined, such as is the case for horizontal armor for protection against large ("over-matching") gun projectiles at short to medium ranges where impacts are highly oblique, the use of the deflection effects is critical and homogeneous armor is the only correct choice. This is true for all thicknesses of armor above roughly 45o obliquity (zero degrees obliquity is right angle -- "normal" -- in my measurement scale).

For plates under about 1 inch (25.4 mm), it is possible to control the hardening process with more reliability and to harden the armor to higher levels without too much loss in toughness (crack resistance). This thickness of armor was designed to resist machinegun fire with lead bullets from strafing aircraft and small fragments of nearby exploding projectiles, not to defeat hardened armor-piercing projectiles. The high hardness allowed added strength while the ability to keep adequate toughness prevented the plates from being holed by punching out plugs of armor (the usual failure mode of brittle materials). As mentioned, for small-caliber solid-shot-type projectiles like machinegun bullets, if the impacting projectile were to be rejected, but the plate itself had pieces punched out of it, those pieces can cause much the same damage that the projectile would have, which means that the armor has accomplished nothing by stopping that projectile (at least in the region immediately behind the plate holed). For this purpose German WWII ships used a Krupp homogeneous armor called "Wotan Starrheit" (Extra-hard 'Wotan') (Wsh) that was similar in composition to Wh n/A but hardened to 250-280 Brinell (at 300 Brinell hardness cracking became a major problem in thicker plates). Many light gun and director shields, including the spherical shields of the BISMARCK's four stabilized anti-aircraft gun directors, used Wsh armor.

For thin plates that made up the BISMARCK's internal anti-torpedo bulkheads, impact by projectiles or fragments was not a concern, but the maximum ability to resist tearing under the water hammer effect of a torpedo or mine hit was paramount. Krupp developed a form of armor called "Wotan Weich" (Soft 'Wotan') (Ww) for these 1.97-inch (50 mm) and less bulkheads that was kept at roughly 200 Brinell, about the softest possible for this kind of steel. However, later tests showed no significant difference between Ww and Wh, which I believe was due to the loss of strength from the low hardness offsetting the increase in toughness that was gained by keeping the material so soft -- Wh was already very tough and equal to the best foreign armor steels. Also, trying to soften such metal to this extreme can be just as difficult as trying to harden it to its maximum, with just as unreliable results. Ballistically, I rate Ww as 1" (25.4 mm) Ww equals 0.95" (24.1 mm) Wh.

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Re: Bismarck steel requirements

Postby Paul Lakowski on 02 Oct 2011 02:36

Rossler in "Das Uboot", reports that the amount of steel needed for yards and the production from these yards. It looks like the amount of steel supplied was about 1.2 times the required displacement tonnage.

I remember reading Overy "German Economy at war" and he reported that LW firms were allocated 16,000 lb aluminum for each plane to be manufactured, no matter if it was a big bomber or small fighter it got the same amount of aluminum. These firms secretly stockpiled the left over aluminum and used it to build products for the civilian market.

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Re: Bismarck steel requirements

Postby nebelwerferXXX on 05 Feb 2012 04:57

Paul Lakowski wrote:'...reports that the amount of steel needed for yards and the production from these yards. It looks like the amount of steel supplied was about 1.2 times the required displacement tonnage.

To build a 42,000-ton Bismarck class battleship, needs 50,400 tons of steel, broken down as 8,400 tons for the construction of the shipyard and 42,000 tons for the battleship itself. Is that what you mean Sir ? If that's the case then, even a 2,500-ton Escort Destroyer needs 1.2 times the amount of steel required to build it. Is that a standard formula for all classes of ships ? Thanks !

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Re: Bismarck steel requirements

Postby Paul Lakowski on 05 Feb 2012 20:56

Uboat tonnages are not usually given in Standard -normal or maxium displacement. They usually rated in surface and submerged displacement. The 1.2 figure came from assuming the surface displacement of Uboat = maximum displacement of warship.


Next Uboat construction is relatively straight forward compared to surface ships. Its essentially a cylindrical shaped objects with appendages. Examining construction photos show the sheet of steel are just curved and welded iwithout any real cutting...so littel waste. The interior would be the same except for piping and machinery parts that will involve alot more wastage.

Surface ships have alot of surface area with boxes of all shapes and sizes along with irregular turret shapes etc. I'm sure the amount of wastage is much more than 20% over the maximum displacement, but I'm not sure I could even guess how much.

Then there is the amount of steel the yard needs to build new structures to facilitate any new construction which is always a factor. This is one of the reasons that the more you mass produce a single item the more this wastage is averaged out. UBoat construction is a good example since each yard building Uboats did them by the score or even over hundred. So the 1.2 x maximum displacement figure is an average of the overall amount.It doesn't include start up costs.

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