Page 128 - Analysis and Design of Machine Elements
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Analysis and Design of Machine Elements
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                              (a)                     (b)                      (c)

                       Figure 5.1 Typical riveted joints.
                       Table 5.1 Types of rivets and rivet joints.




                        Types of rivets








                        After riveting



                       or punched first. Rivets are then inserted through holes of various thicknesses of plates,
                       and clinched in place by high speed automatic machinery to form a permanent joint [4].
                       Table 5.1 presents some of conventional rivets with different heads and permanent rivet
                       joints after riveting.

                       5.1.3  Strength Analysis
                       While assembling rivet joints, compressive loads associated with forming the second
                       head generate between contact surfaces. If external transverse loads applied to a riveted
                       joint exceed the friction between contact surfaces, the rivet joint may fail. Common
                       failure modes include the pure prevention of the shearing of rivets, the crushing of rivets
                       or plates, the rupture of connected plates due to pure tension and the edge shearing or
                       tearing of the margin.
                         Considering the potential failure modes of riveted joints, the analysis and design of a
                       rivet joint includes the prevention of the shearing of rivets, the crushing of rivet-plate
                       interface and the weakening effect of rivet holes on the connected plates due to removal
                       of material. The failure due to edge shearing or tearing can be avoided by spacing the
                       rivets at least twice the rivet’s diameter away from the edge [4]. Hence, this type of failure
                       is usually prevented by proper structural design.
                         The analysis of tensile and transverse shear stresses in rivets is comparable to that
                       introduced for bolts. Referring to Figure 5.2 showing the case of a single transverse row
                       of rivets, the shear strength of a single rivet is
                                 4F
                                =   ≤ [  ]                                                 (5.1)
                                   d 2
                       where [  ] is allowable shear stress for rivets.
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