While it may be judged majorly by the fuel economy, long range, cargo capacity or such factors for transport aircraft, it is speed, manoeuvres and then comes range & load for the fighters. It is a design choice. May be overstrengthening is done as part of design factor for increasing the safety, accommodation for system growth and for operation in adverse environments. Whichever way that can be termed, over strengthening is part of fighter design.Kartik wrote: I get that- but overstrengthened by how much ? In aircraft structures, even 1 lb of extra weight in a large part is considered excess and unless prohibitively expensive to be implemented as a weight reduction measure, they will reduce its weight. Here cost of material is just one aspect. It is the overall effect over the life of the part that is of bigger concern. The higher fuel burn as a result of 1 lb of additional weight or the lowered performance as multiple such 1 lb excess weight parts are added up.
And for that reason, a factor of safety of 1.5 for Ultimate loads is almost always the standard. There may be some variations here or there but the general value is 1.5. Aircraft are designed to FAR or MIL specifications and these factors are specified there.
Fighters like LCA take more than a decade or more for development. During this time it is possible that the entire scope of the project could change and the empty weight take a flight. It doesn't matter whether it is LCA or F-35, growth of empty weight is common to all programmes. Depending upon the designers, they think throu' this and make accommodation for that so that it can still retain the safety factor of 1.5. Another way of solving is restricting aircraft to do less than set design parameters, like doing Gs less than 9, if it is designed for 9. Thats why you see some fighter jets Mark I ver are restricted to pull less Gs. Or the initial batch is restricted to carry less instruments/sensors or their missions restricted followed by block II with improved design.
FAR 25 refers to transport aircraft. Fighter aircraft frequently meet their design limit load of 9G and can do more with the override option compared to transport/cargo aircraft. There are pilots who can do 10G without G-suit. Fighters do that with the intention of doing that. Whereas transport do that by mistake or in some emergency situation. As you yourself mentioned below, with the design limit load set, both are having different profiles in flight characteristics.
So how is that both should be considered with the same safety factor of 1.5 ? To me, it is like saying Martui-800, Humvee and BMW are one and the same. As i see it, it is just a guideline.Kartik wrote: For civilian planes, limit loads are themselves seen infrequently but fighters are different in that they will see the Limit loads far more often than civilian aircraft due to their mission profiles being different.
If i'm not wrong, the same FAR 25 says, scatter factor should be min 2. Is everyone restricting the scatter factor to 2 only? With service life expected to be, say 6000 hrs for fighters, by implementing the scatter factor to more than 2 are they not over strengthening the aircraft?
Even the two seat aircraft......!
The CH 2000 aircraft was certified by the Federal Aviation Administration (FAA) on July 31, 1994 with the issuance of Type Certificate No. TA5CH. The CH 2000, as presently produced, is approved for spins, and when configured with the appropriate option package, is certified for IFR operation.
Certified in the Utility Category (+4.4 / -2.2 g at max. gross weight), the aircraft was designed with a design safety factor of two, compared to 1.5 for standard FAR 23 certified aircraft. The extra safety factor gives the aircraft +8.8/-4.4G ultimate load factor. Recently, the CH2000 was the first aircraft to be fully approved by the new European Certification Committee, certifying the aircraft in all European countries simultaneously.
The CH 2000 airframe has no " life time limit" since it has been proven that if an aircraft is designed by using classic construction methods and materials, and if the design safety margin is 2, it will not fatigue appreciably during its projected lifetime.
As i said before, i really appreciate your reply for chipping in with precise terms, explanations, FAR rules and may ask you to do more in future as it may bring more understanding.Kartik wrote:This might be semantics. But to go in detail-
Limit loads are not the loads being designed to. The Ultimate loads are the ones that you have to show your part as being good for withstanding. So, you don't look for your structure's margin of safety at the Limit load, but if you have little over zero margin of safety at Ultimate loads, it is considered acceptable. The structure should be able to withstand that ultimate load for upto 3 seconds and not fail. That is what Prodyut Das was talking about-100% is too little and 101% is too much and the margin of safety should be such that the part fails between 100 and 101%. By doing so it is automatically passing for Limit loads and just about passing for Ultimate loads.
Many times i'm not following the official jargon/semantics as it is like straitjacketing myself to the existing thought process without any liberty. Anyway as you are in the know, you must also be knowing the convention of mentioning any load acting on the a/c or the load the a/c is subjected to in terms of Design limit load, particularly in doing the structural load test. So I think, I'm not wrong in picking the Prodyut Das's statement as i did.