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DOCUMENT IDB-WAJ-037

IDB-WAJ-037

Joining · welds · brazing · adhesives

Welded & adhesive joints

Permanent joining methods — fusion welds and their symbols and sizing, brazing/soldering, and adhesive bonding — with how to size each and the failure modes to design out.

Revision1.0
IssuedJune 2026
OwnerIdeambox engineering
CompanionPDF reference

Abstract

When a joint must be permanent, you weld, braze/solder, or bond it. Each suits different materials, loads and tolerances: welding fuses like metals at full strength, brazing and soldering join (including dissimilar metals) with a filler, and adhesives bond almost anything — including plastics — if the joint is designed for shear, not peel.

Section 1 compares the methods. Section 2 is weld joints and symbols. Section 3 is weld strength sizing. Section 4 is brazing and soldering. Section 5 is adhesive bonding. Section 6 is selection and failure modes.

FILLET WELD — THROAT & WELD SYMBOL a = 0.707 z z z the throat (a) carries the shear → size welds by throat area z fillet, leg z ISO 2553 / AWS symbol
A fillet weld carries load across its throat (a = 0.707 × leg), not its leg — so welds are sized by throat area. The ISO 2553 symbol puts the weld type and size on the drawing.

1.Joining methods

MethodHeatDissimilar metalsStrengthGap fillNotes
Fusion welding (MIG/TIG/spot/laser)very highsame / similar onlyfull base-metalnonedistortion + heat-affected zone (HAZ)
Brazing450–900 °Cyeshigh (joint)small (capillary)dissimilar metals, less distortion
Soldering< 450 °Cyeslow–moderatefillselectrical, sealing, electronics
Adhesive bondinglow / RT cureyes (incl. plastics)moderate (area-set)fills gapsdesign for shear; cure time
Riveting / boltingnoneyesmechanicalserviceable (see Bolted joint ref)

Choose welding for full-strength metal structures, brazing/soldering for dissimilar or delicate joints, adhesives for mixed materials / large thin areas / sealing, and fasteners when it must come apart.

2.Weld joints and symbols

  • Joint types: butt, fillet (T / lap / corner), edge. The fillet weld is the workhorsea triangular bead in a corner.
  • Weld symbol (ISO 2553 / AWS A2.4): an arrow points to the joint; a reference line carries the weld symbol. The fillet triangle sits on the line with the leg size before it; symbol below the line = arrow side, above = other side. Extra flags: length and pitch (intermittent welds), a circle at the elbow = weld all-around, a flag = field weld.

A complete callout tells the welder the type, size, side, length and location — put it on every structural weld.

3.Weld strength sizing

A fillet weld fails across its throat, not its leg:

  • Throat a = 0.707 × z (z = leg size) for an equal-leg fillet.
  • Capacity ≈ throat area × allowable shear: F = a · L · τ_allow (L = effective weld length).
  • Size by throat; a bigger leg adds heat and distortion faster than strengthoften two passes or a longer weld beats one huge fillet.
  • Balance the weld about the load's neutral axis (and the part's centroid) so it doesn't twist.
  • Fatigue lives at the weld toeit's a severe stress raiser. For cyclic loads use fatigue-classified joint details (lower allowable stress ranges), and grind or peen the toe. See the Fatigue primer.

4.Brazing and soldering

The filler melts, the base metal doesn't — so there's no HAZ and dissimilar metals can be joined.

  • Joint design: rely on capillary action into a small, controlled gap (typically 0.05–0.20 mm) and use lap (overlap) joints, not buttstrength comes from bonded area, not filler thickness.
  • Brazing (>450 °C) gives strong, sealed joints (tube fittings, carbide tips, assemblies). Soldering (<450 °C) is lower strengthelectronics, sealing, light mechanical.
  • Clean, flux and control the gap; too-wide gaps starve the capillary and weaken the joint.

5.Adhesive bonding

Adhesives bond almost anything — metals, plastics, composites, glass — and spread load over area, but the joint geometry decides success:

  • Load it in shear or compression, never peel or cleavage. Use generous overlap (lap joints), and avoid thin edges that pry the bond apart.
  • Surface prep is everything: clean, degrease, abrade/etch, sometimes prime. A bond is only as good as the surface it grips.
  • Cure & temperature: respect open time and full cure before loading; check the service-temperature limit.
AdhesiveStrengthGapService tempUse
Epoxy (2-part)high, structuralgap-filling~120–180 °Cmetal/composite structure
Acrylic / MMA (2-part)hightolerant of oily/rough~120 °Cstructural, fast, less prep
Polyurethanetough, flexiblegap-filling~80–100 °Cdissimilar, large panels, sealing
Cyanoacrylate (CA)rigid, brittlethin only~80 °Cfast fixturing, small parts
Silicone (RTV)low, flexiblegap-filling~200–300 °Csealing, thermal, vibration
Anaerobicmedium–highclose metal fit~150 °Cthreadlock, retaining (see Bolted joint)

6.Selection and failure modes

ModeCauseFix
Weld distortion / HAZ crackingheat input, restraint, fast coolingsmaller/balanced welds, preheat, sequence, correct filler
Weld toe fatiguestress raiser under cyclic loadfatigue detail, grind/peen toe, lower stress range
Adhesive peel / cleavage failurejoint loaded the wrong wayredesign for shear, add overlap/fillet, mechanical backup
Adhesive bond-line failurepoor surface prep / wrong adhesiveclean+abrade+prime, match adhesive to substrate
Braze starved jointgap too wide / dirtycontrol capillary gap, flux, clean
Galvanic corrosion (dissimilar)electrolyte at the jointseal, isolate, matched metals (see Galvanic chart)

Checklist: permanent? → weld (same metals, full strength) / braze (dissimilar, sealed) / adhesive (mixed materials, area). Size welds by throat and balance them; design adhesive joints for shear with overlap and surface prep; check fatigue at weld toes and peel at bond edges.