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The quasi-static compression behavior of empty and polyurethane foam-filled<br />

6060T5 Al circular tubes was investigated by Guillow et al. (Guillow, et al. 2001).<br />

Tubes having different diameter to thickness ratio (D/t) were tested to determine the<br />

deformation mode of 6060T5 Al circular tubes as function of D/t. Polyurethane foam<br />

filling resulted in higher mean <strong>crash</strong> loads than empty tubes. The deformation mode<br />

reverted from non-symmetric mode in empty tubes to axisymmetric mode in high<br />

density polyurethane foam-filled tubes.<br />

Axial crushing behavior of the intermittent tack-welded cylindrical carbon steel<br />

tubes were investigated by Ku et al.(Ku, et al. 2001). Tube without welding, with full<br />

butt welding and with tack-welding were compressed in order to explore the effect of<br />

tube welding on crushing behavior. In the same investigation, polyurethane foam filled<br />

welded cylindrical tubes were also tested. It was shown that folding mode of empty<br />

tubes, non-symmetric (diamond) and axisymmetric mixed mode, was not affected by<br />

welding, while axisymmetric mode of deformation was found in polyurethane foam-<br />

filled tubes, mainly resulting from the circumferential stretching of filler. Continuous<br />

weld seam opening occurred in foam filled intermittent tack-welded tubes. This resulted<br />

in improvements in energy absorption capacity, by increasing load efficiency and<br />

decreasing the load amplitude, more than foam-filled fully welded tubes.<br />

Mantena et. al. (Mantena and Mann 2003) investigated the crushing behavior of<br />

polymer foam filled cylindrical steel tubes through dynamic impact experiments and<br />

simulations. It was reported that circular tubes filled with the highest density foam was<br />

the most efficient in terms of mean load and absorbed energy. Meguid et. al.<br />

(Meguid, et al. 2004b) simulated the axial compression behavior of foam-filled columns<br />

using layered approach in which the foam filler was modeled as a series of horizontal<br />

layers. Each layer included single layers of solid elements and the layers were<br />

collocated with the nodes of the adjacent layer. Agreements between experimental and<br />

model deformation modes and mean load values were found (Figure 3.21). The<br />

discrepancy was 5.6% between experimental and simulation results at a displacement of<br />

200 mm.<br />

55

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