A welded corner cracking at 1 450 N: plate temperature, not the PVC

Real extruded plastic profiles and pipe on a production site
Real plastic profile extrusion production context. Photo: Pexels.

The problem

Symptom. A window fabricator pulls four welded corners on an EN 514-style rig and watches one open at 1 450 N, far under the 2 500 N the frame order requires.

What it costs. Failed corners cannot be re-welded once cleaned, so the sash is scrapped and the whole frame order stalls while both parties argue over a plate thermometer.

This guide ties corner strength to plate temperature, heat time and cleaning depth, and gives the four numbers for the weld acceptance clause.

Read the plate thermometer before you blame the PVC

A PVC-U corner is fused by a 250 °C plate held 30 s, then the bead is cleaned. At 220 °C the melt never interdiffuses and the corner peels at 1 450 N; at 250 °C the face tears at 2 980 N, clear of a 2 500 N limit.

Plate temperature (°C) Corner strength (N) Weld line appearance
220 (cold) 1 450 Peel along the weld plane
235 2 100 Mixed peel and face tear
250 (specified) 2 980 Face tears outside the weld
280 (overheated) 1 900 Brittle browned weld line

Table 1 - Weld plate temperature against corner strength

Record which of these you are actually seeing before changing any setting. Two faults can look identical on the line and need opposite corrections.

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Trace the crack from weld heat to the cleaned corner

Treat the split below as illustrative engineering guidance, not a measured survey. Typically a weak corner traces to a cold plate, short heat time, an over-deep cleaning notch and uneven join pressure, so log the plate thermometer first.

A five-step diagnostic sequence

  1. Read the plate thermometer.
    Log the actual shoe temperature and dwell; 220 °C for 15 s instead of 250 °C for 30 s explains a 1 450 N peel before the compound is blamed.
  2. Inspect the cleaned corner.
    Measure the cleaning depth with a depth gauge; 0.6 mm taken off a 2.5 mm wall is a notch that drops strength to about 1 700 N.
  3. Check join pressure.
    Confirm 0.35 MPa held through the 30 s join; a swing from 0.25 to 0.45 MPa scatters strength corner to corner.
  4. Pull to one method.
    Test corners on an EN 514-style rig at a fixed span and rate; a 2 980 N face tear is a good weld, a 1 450 N peel is a cold one.
  5. Write the weld clause.
    Specify 250 °C, 30 s heat and join, 0.2 mm cleaning, 0.35 MPa and a 2 500 N minimum so a cracked corner is a log reading.

The chart below is a typical result from that measurement step. Use it to separate a design limit from a setting that can still be recovered.

A welded corner cracking at 1 450 N: plate temperature, not the PVC: calculated response trend and an illustrative root-cause split
Figure 1 — Calculated response trend and an illustrative root-cause split. Values are engineering guidance for diagnosis, not a measured survey; confirm them on your own line before changing a drawing or a specification.

Set the weld and cleaning parameters

Four settings hold the weld: a 250 °C plate, 30 s heat and 30 s join at 0.35 MPa, cleaning to 0.2 mm or less, and an EN 514-style test above 2 500 N. At 280 °C the polymer browns and strength falls back to 1 900 N.

Параметр Agreed value What goes wrong outside it
Weld plate temperature 250 °C 220 °C gives only 1 450 N; 280 °C degrades to 1 900 N
Heating / joining time 30 s heat, 30 s join 15 s heat leaves a cold weld peeling at 1 450 N
Corner cleaning depth 0.2 mm or less 0.6 mm off a 2.5 mm wall drops strength to 1 700 N
EN 514-style corner strength 2 500 N per corner minimum Below 2 400 N the frame fails the rig

Table 2 - Weld and cleaning settings for the corner acceptance test

Prove it with a plate-temperature trial

Run a plate-temperature trial with one profile: weld corners at 220, 235, 250 and 280 °C and pull each on the rig. Strength reads 1 450, 2 100, 2 980 then 1 900 N, so the 2 500 N window sits between roughly 240 and 265 °C.

Test-rig symptom Most likely cause Check that confirms it
Corner peels apart at low load Plate too cold or heat time short Plate log reads 220 °C for 15 s instead of 250 °C / 30 s
Weld line brown and brittle Plate overheated Contact thermometer reads 280 °C at the shoe
Face cracks beside a clean bead Corner cleaning cut a notch Depth gauge shows 0.6 mm removed from a 2.5 mm wall
Strength varies corner to corner Uneven join pressure Pressure gauge swings 0.25 to 0.45 MPa

Table 3 - Matching the test-rig failure to the weld fault

Myth: "A process adjustment will fix it." Once a design limit is reached, more tuning only adds cost and variation. Confirm the limit with a measurement, then change the drawing or the specification.

Write the weld acceptance test into the order

Write the weld test into the order: plate temperature, heat and join times, a cleaning depth of 0.2 mm and an EN 514-style minimum of 2 500 N. Both parties pulling the same rig turn a cracked corner into a force reading, not an opinion.

Need the section checked before tooling?

Send us the section and the installation conditions. We will review wall balance, tolerance and fixing detail, then return a marked-up drawing with a tooling quotation.

What to send us

  • Cross-section drawing with wall thicknesses
  • Material and colour
  • Installation temperature range
  • Fixing method and run length

Send the section drawing

What a controlled weld saves over a frame contract

A controlled weld protects the schedule. Cleaning 0.6 mm from a 2.5 mm wall leaves 1.9 mm, so bending strength falls by (1.9 / 2.5) squared = 0.58 to about 1 700 N; a 0.2 mm skim keeps 2 980 N and 97% of corners passing.

Validate one change at a time and keep the measurement record. A supplier discussion backed by data is resolved in days, not weeks.

Before you release this extruded profile

  • A 250 °C weld plate with 30 s heat and 30 s join is specified
  • Join pressure of 0.35 MPa and its tolerance appear in the process sheet
  • Corner cleaning depth is capped at 0.2 mm on the section drawing
  • An EN 514-style corner strength minimum of 2 500 N is in the order
  • A retained welded corner from the first article is held by both parties

Write the measurement temperature and the tolerance into the drawing; most disputes are really about how the part was measured.

Why did my welded corner crack at 1 450 N?

Most likely a cold plate or short dwell. At 220 °C for 15 s the melt never interdiffuses, so the corner peels at 1 450 N instead of tearing the face at 2 980 N.

What corner strength should I specify?

At least 2 500 N on an EN 514-style rig. A correctly welded 250 °C corner reaches 2 980 N; 220 °C gives 1 450 N and 280 °C degrades to 1 900 N.

Does corner cleaning really reduce strength?

Yes. Cleaning 0.6 mm from a 2.5 mm wall leaves 1.9 mm, and bending strength scales with thickness squared: (1.9 / 2.5) squared = 0.58, so 2 980 N falls to about 1 700 N.

What weld settings hold the window?

A 250 °C plate, 30 s heat, 30 s join at 0.35 MPa and a cleaning skim of 0.2 mm or less. That combination keeps the corner near 2 980 N.

Is a hotter plate better?

No. Strength peaks near 250 °C and falls to 1 900 N by 280 °C as PVC-U browns and embrittles. Step the plate in 15 K stages and pull each corner.

What should the acceptance clause say?

Plate temperature, heat and join times, join pressure, a 0.2 mm cleaning limit, an EN 514-style 2 500 N minimum and a retained first-article corner.

Get a profile that holds its dimension

Send us the profile section, the length and the service conditions. We will review die, calibration and tolerance, then quote tooling and production with a defined measurement method.

To get an accurate quote, send:

  • Profile cross-section drawing
  • Material and colour
  • Cut length and annual volume
  • Service temperature and exposure

Request a profile quotation

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