Abstract
To reveal the stress transfer mechanism of the flange in a split Hopkinson tension bar, explicit finite element analyses of the impact of the hollow striker on the flange were performed across a range of flange lengths. The tensile stress profiles monitored at the strain gauge position of the incident bar are interpreted on a qualitative basis using three types of stress waves: bar (B) waves, flange (F) waves, and a series of reverberation (Rn) waves. When the flange length (Lf) is long (i.e., Lf > Ls, where Ls is the striker length), the B wave and first reverberation wave (R1) are fully separated in the time axis. When the flange length is intermediate (~Db < Lf < Ls, where Db is the bar diameter), the B and F waves are partially superposed; the F wave is delayed, then followed by a series of Rn waves after the superposition period. When the flange length is short (Lf < ~Db), the B and F waves are practically fully superposed and form a pseudo-one-step pulse, indicating the necessity of a short flange length to achieve a neat tensile pulse. The magnitudes and periods of the monitored pulses are consistent with the analysis results using the one-dimensional impact theory, including a recently formulated equation for impact-induced stress when the areas of the striker and bar are different, equations for the reflection/transmission ratios of a stress wave, and an equation for pulse duration time. This observation verifies the flange length-dependent stress transfer mechanism on a quantitative basis.
Highlights
The split Hopkinson bar [1] has been widely used for extracting material properties such
The tensile stress profiles monitored at the strain gauge of the incident bar were interpreted using three types of stress waves: bar (B) waves, flange (F) waves, and a series of reverberation (Rn )
When the flange wave (F wave) entered the incident bar across the impact plane, reverberation occurred in the flange structure due to mismatch of the general impedance at the impact plane
Summary
Explicit finite element analysis [46,47,48,49] was carried out using a commercial finite element package (Abaqus/Explicit) [50] as the solver. The incident bar and flange of the SHTB were modelled as a single-piece solid body without a specimen and transmission bar. The striker was modelled as a separate solid body. The bar length, measured from the flange end (impact surface) to the free end for specimen contact, was 2000 mm. The gap between the inner surface of the hollow striker and outer surface of the bar was 0.01 mm. The striker was initially 0.1 mm away from the flange (impact surface)
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