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Example of typical bumper beam and tubular front rail assembly [2].

Example of typical bumper beam and tubular front rail assembly [2].

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Article
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Carbon/epoxy square tubes and channel sections have been used in modern automotive and aircraft structures, respectively, as dedicated components designed to dissipate energy under controlled collapse. However, there are currently no specialized test methods for the characterization of Specific Energy Absorption (SEA) of composite materials. A syst...

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... Furthermore, the overall response is highly dependent on a number of parameters, including the geometry of the structure, material system, lay-up, and impact velocity. Tubular structures are used by the motorsport and automotive industries as dedicated members to absorb energy in the event of a crash, including automotive-sized front rails ( Fig. 1). Prepreg or fabric can easily be formed to tubular shapes and is the material of choice for the motorsport industry. Although no standard shape or dimension exists, either circular or square tubes have been tra- ditionally employed, the latter having rounded corners ...
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... manner, Figs. 7-11b, exhibiting frond formation and bending, particularly spec- imens II-V. The square tube, specimen I, exhibits an accordion- type of crushing, comprised of a succession of local segments folding on each other. It should be observed that the predominant failure mode at the corner is tearing fracture of the woven fiber tows (Fig. 10b), while in the flat segments it is lamina bending of the fronds. The load-displacement curves recorded show a rela- tively stable sustained force forming after the initiation of the crush, particularly for the corner element (Fig. 13). Stroke efficiency for all shapes varies between 1.38 and 1.65, which are right around the ...
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... It should be observed that the predominant failure mode at the corner is tearing fracture of the woven fiber tows (Fig. 10b), while in the flat segments it is lamina bending of the fronds. The load-displacement curves recorded show a rela- tively stable sustained force forming after the initiation of the crush, particularly for the corner element (Fig. 13). Stroke efficiency for all shapes varies between 1.38 and 1.65, which are right around the traditionally recommended value of 1.5 for effi- cient crushing. The load-stroke trace for one of the corner elements is shown in Fig. 14, from which the EA and SEA curves can be cal- culated. The results are normalized to their respective ...
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... a rela- tively stable sustained force forming after the initiation of the crush, particularly for the corner element (Fig. 13). Stroke efficiency for all shapes varies between 1.38 and 1.65, which are right around the traditionally recommended value of 1.5 for effi- cient crushing. The load-stroke trace for one of the corner elements is shown in Fig. 14, from which the EA and SEA curves can be cal- culated. The results are normalized to their respective maximum values in order to be plotted in one chart. The EA curve is nearly perfectly linear, and the SEA curve shows a relatively smooth and rapid increase up to its horizontal asymptotic value (in a fashion similar to what in metals ...
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... general, it can be seen from Fig. 15 that the small corner ele- ment exhibits a much higher SEA than the other specimens, fol- lowed by the small and large C-channels, the square tube and, lastly, the large corner element. The small corner, exhibiting the least amount of flat segments in its cross-section, is therefore the most efficient in dissipating energy per unit ...
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... most efficient in dissipating energy per unit mass of material crushed, and this can be attributed to the tearing failure mecha- nism observed. On the other hand, the large corner is the least effi- cient, exhibiting the most amount of flat segments in its cross- section, and this can be attributed to the frond bending failure mechanism observed. Fig. 16 shows the variation of SEA for all five shapes (denoted SEA i , where i = I-V) normalized to the SEA of the corner element (denoted as SEA IV ) as it varies as a function of DS, which is given by Eq. ...
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... Eq. (6) is solved for the unknown value of SEA f since all other quantities are either known or can be measured experimentally, it is possible to extrapolate the in situ value of the SEA associated with flat sections, like the ones that form the fronds observed in splaying failure. The average value obtained this calculation is SEA f = 16.3 J/g (Fig. 17), which is much lower than the average SEA IV = 62 J/g recorded during the crushing of the corner elements. Although there is evident variation in the results, it is consistent with the CoV measured between repetitions. In conclusion, although the corner element exhibits a higher measured SEA than any of the other shapes tested, the ...
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... validate these observations, a limited number of tests are performed using the special fixture developed by the authors [7]. As seen in Fig. 18, the SEA measured using the flat specimen varies greatly according to the value of unsupported height used. For 0 in. (0 mm) of unsupported height, which means for a fully constrained specimen as in the case of the original NASA fixture, the SEA mea- sured greatly overestimates the real SEA of the material. As the unsupported height is ...
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... an asymptotic value of 22.9 J/g. Although slightly higher, this value is relatively close to the one determined in situ through Eq. (6). At the same time, it suggests that the flat plate test meth- odology tends to overestimate the SEA, possibly due to unknown fixture effects, such as friction. A typical flat specimen before test- ing is shown in Fig. 19, left, where the sawtooth trigger is clearly visible. A typical post-crush specimen is shown in Fig. 19, right, for an unsupported height of 0.5 in. (12.5 mm). From the study it is possible to note that the degree of curvature greatly influences the energy absorption behavior: the more con- toured the specimen cross-section, the higher ...
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... in situ through Eq. (6). At the same time, it suggests that the flat plate test meth- odology tends to overestimate the SEA, possibly due to unknown fixture effects, such as friction. A typical flat specimen before test- ing is shown in Fig. 19, left, where the sawtooth trigger is clearly visible. A typical post-crush specimen is shown in Fig. 19, right, for an unsupported height of 0.5 in. (12.5 mm). From the study it is possible to note that the degree of curvature greatly influences the energy absorption behavior: the more con- toured the specimen cross-section, the higher the energy dissi- pated per unit mass of material. This observation becomes evident in Fig. 20, which ...

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... Otherwise, the effects of geometry design parameters have been studied and can be found in some literature. Feraboli et al. [7] investigate the effect of geometry design parameters on the crush behaviour of the carbon fibre epoxy tubes and C-channels. The results show that the small corner has presented the most efficient design in absorbing energy. ...
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