1999
DOI: 10.1016/s0020-7403(98)00047-2
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Experimental quasi-static axial crushing of top-hat and double-hat thin-walled sections

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Cited by 138 publications
(58 citation statements)
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“…Quasi-static [16,26] Impact [26] Fay-Suthurst, dynamic [5] Peroni et al, quasi-static [29] Peroni et al, dynamic [29] Current model, quasi-static Current model, dynamic configuration ( Fig. 4 on the right), which is in turn lighter than the classical top-hat ( Fig.…”
Section: P M (Kn)mentioning
confidence: 98%
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“…Quasi-static [16,26] Impact [26] Fay-Suthurst, dynamic [5] Peroni et al, quasi-static [29] Peroni et al, dynamic [29] Current model, quasi-static Current model, dynamic configuration ( Fig. 4 on the right), which is in turn lighter than the classical top-hat ( Fig.…”
Section: P M (Kn)mentioning
confidence: 98%
“…[12][13][14][15][16][17][18][19][20][21][22][23][24][25][26][27][28][29]. The progressive folding of such structures, produced by axial loads, is a very efficient collapse mode: an example is shown in Fig.…”
Section: Energy Absorptionmentioning
confidence: 99%
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“…When measured from the collapsed specimens, d eff is about 0.75 times of folding wavelength in the empty sections, whereas it is 0.68-0.71 times of folding wavelength in the filled sections. White and Jones (1999a) have summarized the collapse modes of top-hat and double-hat structures. The basic collapse modes observed in the current study are in accordance with those by White and Jones (1999a,b).…”
Section: Basic Collapse Modesmentioning
confidence: 99%
“…The expected structural behaviour of a thin-walled beam submitted to an axial impact load is a progressive collapse characterised by the regular progressive formation of plastic folds [4,5].…”
Section: Beam Crushing Behaviourmentioning
confidence: 99%