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Joining Processes: Permanent Joints
31

Welds

Dec 18, 2015

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gemnikkic

Mechanical design of welds from Shigley's
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  • Joining Processes: Permanent Joints

  • Objectives

    By the end of this section, you should be able to:

    Design welded joints to carry many types of loading conditions

  • Introduction to Joints

  • Joining Processes

    For cases where portions of machine elements are more

    efficiently manufactured separately

    Structures too large to be made of a single material or

    material stock

  • Joining Processes

    Non-Permanent

    Permanent

    Efficient for joining thin members

    Eliminates individual fasteners, reducing machining and

    assembly cost

    Welding, Brazing, Soldering, Cementing, Gluing

  • Welding: Types of Joints

  • Welding: Types of Joints

    Fillet Welds

    Number indicates leg size

    Arrow points to one side when both sides are the same

    Circle on weld symbol welding to go all round

  • Welding: Types of Joints

    Butt or Groove Welds

    Square butt welded on

    both sides

    Single V with 60 bevel

    and root opening of 2mm

    Double V

    Single Bevel

  • Welding: Types of Joints Special Groove Welds

    T Joint for thick plates

    U and J welds for thick plates

    Corner Weld

    Edge Weld

  • Design Considerations for Welding

    Clearance for welding operation

    Heat causes metallurgical changes

    Cold rolled properties transform to hot rolled properties on

    the vicinity of the welds

    Residual Stresses due to clamping or order of welding

    Light heat treatment after welding can help

  • Welded Joint Design

  • Stresses in Welded Joints

    Butt Welds

  • Stresses in Welded Joints

    Parallel Fillet Welds

  • Stresses in Welded Joints

    Transverse Fillet Welds

    Consists of shear and

    normal stresses

    There have been attempts

    on accurately predicting

    stresses on welds (9-2 of

    Shigley), however,

    geometry of fillet is crude

    and macrogeometry is

    complex.

  • Stresses in Welded Joints

    Conservative Model

    Consider the external loading to be carried by pure shear forces

    on the throat area.

    =

    0.707

    Use distortion energy for significant stresses

    = 0.577

  • Stresses in Welded Joints: Torsion

  • Stresses in Welded Joints: Torsion M, J and r should be computed using the J and r and centroid of

    the weld group

  • Stresses in Welded Joints: Torsion

  • Stresses in Welded Joints: Torsion

  • Stresses in Welded Joints: Torsion

  • Stresses in Welded Joints: Torsion

  • Stresses in Welded Joints: Torsion

  • Stresses in Welded Joints: Bending

  • Stresses in Welded Joints: Bending

  • Stresses in Welded Joints: Bending

  • Stresses in Welded Joints: Bending

  • Strength of Welded Joints

  • Strength of Welded Joints

    = 0.577

  • Strength of Welded Joints

    Fatigue

    Endurance Limit Modifying Factors

    Surface Factor () Forged

    Size Factor () 1 if uniform shear stress on throat

    Loading Factor () - 0.59 (fillet, shear), 1 (butt, axial)

    Stress Concentration Factor(reduced):

    Use fatigue failure criteria

  • General Method

    Examine primary shear stress due to external forces

    Examine secondary shear stress due to torsional and bending

    moments

    Estimate strengths of the parent metals

    Estimate strength of the weld metal

    Estimate permissible loads for parent metal

    Estimate permissible loads for weld metal