2007
DOI: 10.1016/j.ijimpeng.2006.09.092
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Dynamic strength evaluations for self-piercing rivets and resistance spot welds joining similar and dissimilar metals

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Cited by 75 publications
(38 citation statements)
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“…a-c from the same joint after the fatigue with maximum load of 0.7 kN; d from a specimen after the fatigue with maximum load of 1.8 kN. The marked areas were ductile failure areas by the static test [95] to carry loads, whereas parts subjected to dynamic impact must also be designed to absorb energy [144]. It is believed that the dynamic performance of a joint, especially a mechanically fastened joint, will be different from that of a single material, because of the existence of complex structures and stress concentrations in the joint.…”
Section: Crashworthiness Of Spr Jointsmentioning
confidence: 99%
See 1 more Smart Citation
“…a-c from the same joint after the fatigue with maximum load of 0.7 kN; d from a specimen after the fatigue with maximum load of 1.8 kN. The marked areas were ductile failure areas by the static test [95] to carry loads, whereas parts subjected to dynamic impact must also be designed to absorb energy [144]. It is believed that the dynamic performance of a joint, especially a mechanically fastened joint, will be different from that of a single material, because of the existence of complex structures and stress concentrations in the joint.…”
Section: Crashworthiness Of Spr Jointsmentioning
confidence: 99%
“…Some research demonstrated that the high test speeds during dynamic tests could increase the joint strength. Sun and Khaleel [144] studied the dynamic performance of 13 different joints with aluminium alloys or aluminium alloys and steels joined by SPR and RSW. The loading rates they used were quasi-static, 4.47 and 8.94 m/s.…”
Section: Crashworthiness Of Spr Jointsmentioning
confidence: 99%
“…In Sun and Khaleel [26] studied the dynamic strength for SPR joint made of heterogeneous sheet and they found that the dynamic strength increased with increase of loading rate. To research the influence of loading rate against the strength of SPR connections, the tensile tests with various loading rates were done on 1.5 mm thick cold-formed thin-walled steel connections.…”
Section: Failure Modes and Mechanical Parametersmentioning
confidence: 99%
“…Sun and Khaleel (2005) investigated the quasi-static behaviour of SPR connections using cross-shaped tension specimens. This work was extended to also include dynamic testing (Sun and Khaleel, 2007). Similar and dissimilar materials were joined, and tests were carried out using cross tension, lap-shear and peeling specimens.…”
Section: Even Though Little Information About Fds Connections Is Founmentioning
confidence: 99%