Fig. 22 Cold weld riveting joint. Source: Ref 16 More

Fig. 1 Illustration of the principle of punch riveting. Source: Ref 1 More

Fig. 2 Schematic diagram of self-piercing riveting with semitubular rivet. Source: Ref 1 More

Fig. 3 Cross section of components used during semitubular self-piercing riveting. Source: Ref 4 More

Fig. 4 Operational sequence of the hydro-self-piercing riveting process. Source: Ref 7 More

Fig. 19 Schematic of typical behavior of flush-head rivets. (a) Loading of rivet. A, bearing area of the upper sheet; B, bearing area of the lower sheet; L , load; P , shear component; P t , tension component; P r , resultant of shear and tension components. (b) Shear and tension failure More

Fig. 16 Rivet types. (a) Solid. (b) Semitubular. (c) Tubular. (d) Compression rivet More

Fig. 18 Examples of self-piercing rivets. (a) Split rivet. (b) Semitubular self-piercing rivet. (c) Solid self-piercing rivet. (d) Clinch rivet More

Fig. 5 Photographs of a cracked rivet (top) and dislodged rivet heads (bottom) from a boiler that experienced caustic stress-corrosion cracking. Source: Ref 5 More

Fig. 22 Schematic of typical behavior of flush-head rivets. (a) Loading of rivet. A, bearing area of the upper sheet; B , bearing area of the lower sheet; L , load; P , shear component; P t , tension component; P r , resultant of shear and tension components. (b) Shear and tension More

Fig. 12 Welded steel water transmission main from the 1920s with riveted circumferential joints, coated inside and out with bituminous coating More

Fig. 6 Crack origin inside a rivet hole developed from an existing corrosion pit More

Fig. 17 Five basic types of rivets used to fasten assembled products. More

Fig. 18 Schematic of buckling failure of a thin sheet in a riveted joint. Countersinking the top sheet formed a sharp edge at the faying surface. More

Fig. 20 Alcan aluminum alloy B54S-O rivet that failed by stress corrosion after being heated for 7 days at 100 °C (212 °F). (a) Section through rivet showing shape of fracture surface. 5×. (b) Micrograph showing an intergranular fracture path. 450× More

Fig. 29 Cracking in a floor-beam web above the end of the riveted angle end connection. (a) Floor beam/tie girder connection. (b) Crack along the web-flange weld above the end connection More

Fig. 4 Corrosion failure of 100-year-old riveted steel water transmission main. Courtesy of S. Paul, CorrTech, Inc. More

Fig. 2 Locations (indicated by F) prone to fretting in an aluminum-steel riveted joint More