200M 400M 200M
RNG: 2.4 KM
BRG: 047°
ALT: 3,200 FT
SPD: 480 KTS
HDG: 012° N
TGT: ALPHA-7
MODE: SEARCH
PWR: NOMINAL
FREQ: X-BAND
STATUS: LOCK
NAVTGTWPNDEFRDRCOM
MIL-STD-1553IFF: ACTIVELINK-16: SYNC
SECTOR: ALPHA
THREAT: CLEAR
RADAR: ACTIVE
TRACK: 6 TGT
LAT 28.6213°N LON 77.3873°E
NX
Neometrix Target Acquired
GB Flag English
English Flag English
Indian Flag हिन्दी
Francis Flag Français
Dutch Flag Deutsch
Spanish Flag Español
Arabic Flag العربية
Russian Flag Русский
Japanese Flag 日本語
Portuges Flag Português
Italian Flag Italiano
Israel Flag עברית
Chinese Flag 中文
Korean Flag 한국어
Thailand Flag ไทย
Vietnamese Flag Tiếng Việt
Indonesia Flag Bahasa Indonesia
Malasia Flag Bahasa Melayu
Kiswahili Flag Kiswahili
Ethiopia Flag አማርኛ
isizulu Flag isiZulu
Hausa Flag Hausa
Neometrix / Metal Forming & Press Systems / Stretching & Stretch-Forming Machine / NMX-STR-25
NMX-STR-25 · QUOTED CLASS — STRETCH STRAIGHTENING · STRETCH FORMING · 250 TO 2,500 TONNE

Metal remembers. Stretching makes it forget.

A section leaving a die is never straight. Uneven flow, uneven cooling and the shape's own asymmetry leave it bowed, cambered and twisted — and the stress locked inside it is waiting to show itself later, on the machining bed.

A stretching machine takes hold of both ends and pulls the whole length just past its yield point. The metal gives up the shape it was holding. What comes out is straight, and its residual stress is evened out rather than merely hidden.

A long horizontal stretching machine in a metals plant: a fixed head at one end and a moving head at the other on a single straight bed, with an extruded aluminium profile clamped between their gripping jaws and hydraulic cylinders behind the moving head
Fig · 01 — The machine in a plant: two heads, one long bed, and a section held in tension between them — illustrative render.
The work
sections, plate, sheetextruded, rolled, or to be formed
The action
pulled past yielda set permanent elongation
The control
strain, not forcepercentage of gauge length
The class
250 to 2,500 tonnessized to section and alloy
Status
quoted classengineered to order
ISO 9001ISO 14001Heavy hydraulicsClosed-loop controlFoundation engineering
01
Overview

Two jobs, one piece of physics.

Straightening what is bent and forming what is flat are the same operation, pointed at different ends.

JOB ONE · STRETCH STRAIGHTENING BEFORE — bowed, cambered, twisted PULL PAST YIELD AFTER — straight, stress evened out bar · extruded profile · rolled plate JOB TWO · STRETCH FORMING BEFORE — flat sheet, gripped both ends STRETCH, THEN WRAP AFTER — the die's contour, not the metal's FORM BLOCK skins · leading edges · large contoured panels
Fig · 02 — The same machine principle, twice. Straighten what is bent, or form what is flat over a block — both by pulling the metal past yield.

Straightening by pressing pushes the error somewhere else. Straightening by stretching takes the whole length past yield at once, so there is nowhere for it to hide.

Why a straight bar is not straight

Metal keeps a record of how it was made. It flows unevenly through a die, cools unevenly on a run-out, and pulls itself out of shape as it goes.

The result is a section that looks acceptable and is not. It has bow along its length, camber across it, and twist about it. Worse, it carries residual stress — a balance of internal tension and compression that is holding the shape together.

That stress is the real problem. A bowed bar can be seen. Locked-in stress cannot, and it waits. Cut into the part on a machining centre and the balance breaks. The part moves after it has been machined, which is the most expensive moment for it to move.

What stretching actually does

Pulling the whole length past its yield point makes every fibre give way at once. The metal stops remembering its old shape because it has been given a new one.

This is why the aluminium industry writes it into the temper itself. A plate marked T651 is not just heat treated and aged — the middle digits record that it was stress relieved by stretching. The same is true of T351. The stretch is part of the material specification, not a finishing touch.

And why the same machine forms

Bend a sheet and it springs back, because only part of it went past yield. Stretch the whole sheet past yield first, then wrap it over a form block, and there is almost nothing left to spring back.

That is stretch forming, and it is how large contoured skins are made accurately and repeatably. The contour belongs to the die. The sheet simply stops arguing with it.

02
The cycle

Five steps, and a window two percent wide.

The machine's whole difficulty is knowing exactly when to stop pulling.

FIG · 02THE STRETCH CYCLE · GRIP / TAKE UP SLACK / PULL PAST YIELD / HOLD / RELEASE — AND THE CURVE THAT DECIDES IT
THE CYCLE · FIVE STEPS 1 · GRIP wedge jaws close on both ends; they tighten as the pull rises 2 · TAKE UP SLACK the head creeps out until load just begins — the zero point 3 · PULL PAST YIELD a set permanent elongation is put into the whole length 4 · HOLD strain is held while the section settles at its new length 5 · RELEASE jaws open. straight, and its residual stress evened out THE CURVE THAT DECIDES IT STRAIN STRESS TARGET WINDOW about 0.5% to 3% permanent set YIELD below this it springs back ELASTIC — shape survives NECKING it thins, then it fails the usable window is about two percent wide WHAT THIS MEANS FOR THE MACHINE A press controls force. A stretcher must control strain. Force tells you nothing on its own: the same pull yields one alloy and barely moves another, and a section that is already stressed starts somewhere else on the curve. SO THE MACHINE MEASURES: — where load began (the zero point) — how far the head has moved since — what that is as a percentage — and it stops there, every time Under-stretch and the shape comes back. Over-stretch and the material is spoiled. The machine exists to land between the two.
The step people underrate is the second one. Until the slack is out and load has just begun, the head is moving but the metal is not stretching — so that instant, not the start of the stroke, is where elongation has to be counted from.

1 · Grip

Wedge jaws close on both ends. They are self-energising: the harder the machine pulls, the tighter they hold, which is what stops a slip at full load.

2 · Take up the slack

The moving head creeps out until load just begins to register. That instant is the zero point, and everything measured afterwards is measured from it.

3 · Pull past yield

The head draws out until the set permanent elongation has been put into the whole gauge length, typically a fraction of one percent to about three.

4 · Hold

The strain is held briefly while the section settles at its new length and the load across it evens out end to end.

5 · Release

The jaws open. The section is straight, its residual stress is evened out, and the gripped ends are cropped off as scrap.

Where it goes wrong

Under-stretch and the shape comes back within hours. Over-stretch and the metal necks, thins locally and loses ductility. Neither is recoverable.

03
Work content

What the machine contains, element by element.

Read it as a checklist: a machine missing a row will buy that row later, at integration prices.

STRETCHING MACHINE · ELEVATION BED — TENSION TIE BETWEEN THE HEADS FIXED HEAD JAW MOVING HEAD JAW PULL CYLINDERS SECTION UNDER TENSION PULL GAUGE LENGTH the length the elongation is measured against STROKE — slack, then the stretch itself The whole pull is reacted between the two heads, so the bed and its foundation are part of the machine.
Fig · 03 — The same machine as a drawing, with the parts named. The bed and its foundation carry the whole pull as a tension tie between the two heads.
ElementWhat it doesWhat matters
Fixed headanchors one end of the pullstiffness; it must not become part of the measurement
Moving headapplies the stretchguided so the pull stays axial, not skewed
Bed & foundationcarries the full pull as a tension tieengineered with the machine, never left to civil works
Gripping jawshold the ends without slipping or crushingself-energising wedges; jaw sets per section family
Hydraulic pull cylindersgenerate and hold the tensionsynchronised, so the two sides pull together
Hydraulic power packfeeds the cylinderssized for a long slow pull, not a fast cycle
Elongation measurementcounts the stretch from the zero pointthe machine's real instrument
Load measurementrecords force through the pullevidence and a safety limit, not the target
De-twisting headrotates one jaw to take out twistwhere bow is not the only defect
Controller & recipesruns the same stretch every timea recipe per alloy, section and temper
Form block mountingcarries the die for stretch formingthe contour is only as good as its support
Handling & feedgets long sections in and outwhere the working rate is actually won
Guarding & interlockskeeps people clear of a loaded machinestored energy is high right up to release
Recordsties each stretch to the piecethe temper claim has to be defensible
Training & documentationoperators run it; records survive auditshanded over with the machine
Close view of a heavy hydraulic wedge gripping jaw clamped on the cut end of a thick extruded aluminium profile, with serrated hardened jaw faces and hydraulic hoses running away to one side
Fig · 04 — The hardest part of the machine. The jaw has to hold against the full pull without slipping, and without marking the metal — illustrative render.

The row that decides the machine is not the cylinder. It is the pair of jaws and the foundation: gripping a section hard enough without marking it, and reacting the pull without the bed breathing, are the two problems that make a stretcher difficult to build well.

Full specification — expand
MachineHydraulic stretching machine: fixed head and moving head on a tension-tied bed, self-energising wedge gripping jaws, synchronised pull cylinders and power pack, closed-loop elongation control with load recording, optional de-twisting head, optional form-block mounting for stretch forming, guarding, handling and records
The One IdeaA press controls force. A stretcher must control strain. The same pull yields one alloy and barely moves another, so what is set and held is permanent elongation, not tonnes
Job One — StraighteningExtruded sections, bar and rolled plate pulled past yield to remove bow, camber and twist, and to even out the residual stress that would otherwise appear later as distortion on the machining bed
Job Two — Stretch FormingSheet gripped at both ends, stretched past yield and wrapped over a form block, so the contour taken is the die's rather than the material's and springback is nearly eliminated — the route to large, accurate, repeatable contoured skins
The WindowUseful permanent set runs from about half a percent to three percent. Below it the shape returns; above it the metal necks, thins and loses ductility. The usable window is roughly two percent wide, which is what makes closed-loop control necessary rather than nice
The Zero PointElongation is counted from the instant load first registers, not from the start of the stroke. Until the slack is out the head is moving and the metal is not, so finding zero correctly is half the accuracy of the machine
Capacity Class250 to 2,500 tonnes of pull. Capacity follows from the largest cross-section multiplied by the alloy's yield strength, plus margin — it is calculated from your product, never chosen from a catalogue
The FoundationThe whole pull is reacted between the two heads, so the bed and its foundation are a tension tie and part of the machine. They are designed with it, and the civil work is scoped at design review rather than discovered on site
GrippingSelf-energising wedge jaws that tighten as the pull rises, with jaw sets matched to the section family. Gripping hard enough not to slip, without marking or crushing the ends, is the hardest sub-problem in the machine
ToolingJaw sets per section family; form blocks per contour; stored recipes per alloy, section and temper, so a change of product is a change of parts and a selection rather than a rebuild
RecordsEach stretch written against the piece and the recipe used — because a temper designation that records stretching, such as T651, is a claim that has to be defensible long afterwards
Scope BoundaryThis page is the stretching machine as a machine in its own right. The 500 tonne stretcher supplied inside an aluminium extrusion line — in-line, hot, downstream of the press — belongs to the 10,000 tonne extrusion press page, including as a retrofit to an existing press
StatusNeometrix has quoted against successive stretching machine requirements across the 250 to 2,500 tonne class, for stretch-straightening of extruded sections and plate and for stretch forming of contoured skins, and engineers the class to order; no delivered machine of this class is claimed.
04
Configurations

One principle, three machines.

The physics is fixed. What changes is the length, the tonnage and what the machine is chasing.

Straightener

Section & bar stretcher

A long bed and a modest pull. It takes bow, camber and twist out of extruded profiles and bar, with a de-twisting head where twist is the harder defect.

Plate stretcher

Heavy stress relief

Wide jaws and a large pull, sized to the full cross-section of rolled plate. This is the machine behind a stress-relieved temper, and the tonnage climbs quickly with width.

Stretch former

Contoured skins

The same pull, aimed at a form block instead of a straight line. Sheet is stretched past yield and wrapped to the die, which is how a large skin holds its contour.

A large stretch-forming machine drawing a flat aluminium skin panel around a smooth convex form block, gripped at both ends by hydraulic jaw carriages that pull the sheet taut as it wraps the die
Fig · 05 — The second job. The sheet is stretched past yield first and wrapped after, so the contour it keeps is the block's — illustrative render.

And the thing that is not a machine at all but decides all three: the jaw sets and the recipes — grips matched to the section family you actually run, and a stored stretch for every combination of alloy, section and temper.

05
Where it is used

Wherever metal has to stop moving.

The common thread is a part that will be machined, assembled or flown — and must not change shape afterwards.

Extrusion and rolling plants

Straightening and stress relief on the way out of the plant, so a section can be sold against a temper that records the stretch.

Aerospace structures

Stretch forming of skins, leading edges and large contoured panels, where springback and repeatability decide whether parts fit at assembly.

Machining shops

Stock that has been stretched does not spring out of tolerance once it is opened up on the bed. The stretch is bought to protect the machining hours.

Defence and heavy fabrication

Long members and plate that must stay straight and dimensionally stable through welding, assembly and service.

06
FAQ

Common questions.

Longer answers, for readers who want the reasoning.

Q · 01 Why stretch at all — why not just press it straight?
Because pressing moves the error rather than removing it. A roller or gag press straightens by bending the section back the other way at the point where it is bent, which yields the metal locally. The visible bow goes, and the eye is satisfied, but the section is now carrying a new pattern of locked-in stress placed exactly where the press worked on it. Stretching does something different in kind. Gripping both ends and pulling takes the entire length past its yield point at the same time, so every fibre gives way together and the internal stresses settle into a far more even balance. That is why the result survives the next operation. Take a pressed bar to a machining centre, cut into one side of it, and the balance it was holding breaks — the part bows on the bed after it has been machined, which is the most expensive possible moment to move. A stretched bar has much less left to give up, so it stays where it was put. The distinction is worth stating plainly: pressing is a shape correction, stretching is a stress treatment that happens to also straighten.
Q · 02 How much stretch is right, and what happens either side of it?
Useful permanent set is small — typically from about half a percent to around three percent of the gauge length, depending on the alloy, the temper and how badly the section started out. Both edges of that range are unforgiving. Fall short and you have not really passed the yield point along the whole length: the section springs back, sometimes not immediately but over the following hours as it relaxes, and it arrives at the customer bent. Go too far and the metal begins to neck — deformation stops being spread evenly along the length and concentrates in one place, which thins the section there, reduces its ductility and can put the mechanical properties outside what the material specification allows. Neither error can be corrected afterwards; an over-stretched section is scrap. So the usable window is roughly two percent wide, and it is not in the same place for every job. That single fact is what dictates the machine's whole control philosophy: you cannot get there by setting a pressure and watching a gauge, because the same pull yields one alloy and barely moves another. The machine has to measure the stretch itself and stop at a number.
Q · 03 Why is controlling force not good enough?
Because force is an input and the thing you actually care about is an output. The load needed to take a section past yield depends on its cross-sectional area and on the yield strength of that particular alloy in that particular temper — and yield strength varies between alloys by a factor of several, varies with temper, and varies from batch to batch within a tolerance band. A pull that puts one percent into a soft alloy may not reach yield at all in a hard one. There is a second problem, which is subtler and catches people out: the section is not starting from a clean sheet. It already carries residual stress from extrusion or rolling, so it begins somewhere on the stress-strain curve that you did not choose. Setting a force therefore lands you at an unknown strain. The machine consequently works the other way round. It finds the zero point — the instant load first registers, once the slack is out — then measures how far the moving head travels from there, expresses it as a percentage of the gauge length, and stops at the set value. Force is still measured, continuously, but it is used as evidence and as a safety limit, not as the target.
Q · 04 What decides the tonnage of the machine?
Your product, not a catalogue. The pull required is essentially the largest cross-sectional area you intend to stretch multiplied by the yield strength of the strongest alloy you intend to stretch it in, plus a working margin for the fact that the metal strain-hardens as it goes past yield and for the friction and inefficiency of the grips. That arithmetic is why capacity climbs so steeply with plate width: doubling the width of a plate doubles the area and therefore doubles the pull, which is how machines that sound enormous become ordinary once the product is written down. It also explains the wide capacity spread in this class — a stretcher for slim extruded profiles and one for heavy rolled plate are the same machine in principle and very different machines in steel. The right way to arrive at a number is to start from the sections and plates you actually make, in the alloys and tempers you actually supply, take the worst case, and size from there. Choosing a tonnage first and hoping the product fits inside it is how a machine ends up either unable to do the job or paid for twice over.
Q · 05 Why is the foundation treated as part of the machine?
Because it carries the load. In most machine tools the frame reacts the working force and the floor merely holds the machine up. A stretcher is different: the pull is developed between two heads that are a long way apart, and the whole of it — hundreds or thousands of tonnes — has to be carried back between them through the bed and the foundation, which together act as a tension tie. Two consequences follow. The first is structural: the foundation is a designed, reinforced element sized for a specific tensile load and for the fatigue of applying it thousands of times, not a slab poured to a standard thickness. The second is metrological, and it is the one that surprises people. If the bed stretches under load, that movement is added to the movement of the head — and since the machine measures elongation by watching the head, a breathing foundation is silently measured as stretch that the workpiece never received. The section is under-stretched and nothing in the data says so. That is why the bed, the foundation and the measurement have to be engineered together, and why the civil scope is settled at design review rather than discovered on site.
Q · 06 Has Neometrix built one of these?
We would rather answer this plainly than let a page imply otherwise. Neometrix has quoted against successive stretching machine requirements across the 250 to 2,500 tonne class, for stretch-straightening of extruded sections and plate and for stretch forming of contoured skins, and engineers the class to order; no delivered machine of this class is claimed. What stands behind the offer is adjacent and real. We engineer and deliver heavy hydraulic machines and the closed-loop control that goes with them, and the 10,000 tonne extrusion plant we scope as a turnkey project includes a 500 tonne stretcher with a de-twisting arrangement and its own independent hydraulic system — the same heads, jaws, cylinders, control and foundation problem, sitting inside a line rather than sold as a machine. So the honest position is this: the class is engineered to order, the engineering is in the building, and the first machine of this exact type will be built to a customer's product rather than lifted off a shelf. If that matters to how you buy, say so early and we will scope it that way, with the reference work open to inspection.
Q · 07 What is the hardest part to get right?
The jaws, by a distance. Everything else in a stretcher is heavy engineering of a familiar kind — cylinders, a bed, a power pack, a controller. Gripping is where the machine is won or lost, because the requirement contains a contradiction. The grip has to hold the end of the section against the full pull of the machine without the slightest slip, since a slip at load is both a safety event and an instant loss of the measurement. At the same time it must not crush, mark or notch the material, because a notch at the jaw is a stress raiser and the section will simply break there instead of stretching. The answer is a self-energising wedge design: the geometry converts the pull itself into clamping force, so the harder the machine pulls the tighter the jaw holds, and the grip cannot be under-tightened by an operator in a hurry. Jaw faces are then matched to the section family — a round bar, a wide flat and an asymmetric extruded profile each need their own bearing surface to spread the load. This is why a stretcher is quoted with jaw sets rather than one pair, and why the list of sections you intend to run is one of the first questions we ask.
Q · 08 What do you need from us to quote?
Five things, and they are all about your product rather than about the machine. First, the sections: the largest cross-section you intend to stretch, with drawings or a profile family, since area sets the tonnage. Second, the alloys and tempers, because yield strength is the other half of that calculation and it is what stops the machine being guessed at. Third, the lengths you handle, which set the bed, the building and the handling — long sections often decide the layout before the tonnage does. Fourth, the job: straightening, stress relief to a specified temper, stretch forming to a contour, or more than one of those, since a de-twisting head or a form-block mounting is scoped in or out at this point. Fifth, the rate and the building: how many pieces a shift, and what floor, headroom and foundation depth you have to work inside. From that we come back with a capacity calculation you can check, a layout, a jaw-set proposal, the foundation loads, and a budgetary price. If you would rather start with a conversation than a specification, that works too — most of these projects begin with somebody describing a part that will not stay straight.
07
Related

The line it came from, and the presses beside it.

Three neighbours in the same heavy-hydraulics family.

Browse all Neometrix product lines.

Get a quotation

Tell us the sections, the alloys,
and what will not stay straight.

The projects desk replies within two working days with a capacity calculation you can check, a layout, a jaw-set proposal, foundation loads and a budgetary quotation. Write to [email protected] or use the form.

Enquire — stretching machine Capability sheet (PDF) +91 7777 876 876
ISO 9001 / 14001 QUOTED CLASS — STRETCHING & STRETCH-FORMING MACHINE GRIP · TAKE UP SLACK · PULL PAST YIELD · HOLD · RELEASE — A PRESS CONTROLS FORCE, A STRETCHER CONTROLS STRAIN ENGINEERED IN NOIDA · INDIA

Similar Products

Share This Page

Engineered To Standards Used In UK, NATO & U.S. Defence Procurement
DEF STAN (UK MoD)
NATO STANAG
RTCA/EUROCAE DO-160
MIL-SPEC / MIL-STD
Address
E-148, Sector-63, Noida, Delhi-NCR, India
Phone
Email
Working Hours
8:30 AM – 5:30 PM  ·  Mon – Sat
move to top arrow