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The hysteretic characteristics, cracking pattern, failure modes and energy dissipation capacities of the specimens were discussed.
Correlations between the process parameters, structure parameters, density, fibre content, and final performance of the printed specimens were discussed.
The effects of these parameters on the failure mode, stress strain relationship and ductility of the specimens were discussed.
The experimental results of L-shaped reinforced concrete and composite column specimens were discussed in the paper.
Creep fatigue lives of cruciform specimens were discussed in relation to the principal stress amplitude calculated by finite element analysis.
Factors responsible for the reduction in creep resistance of both coated and heat-treated specimens were discussed.
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Then the situation for very small specimens is discussed.
Firstly the monotonic and secondly the cyclic FE models of these specimens are discussed and validated.
The stress strain curves, strength and ductility of the UHSS tube specimens are discussed.
Finally, the failure phenomenon was shown and the damage mechanism of specimens was discussed.
The influence of this source mechanism on the mechanical properties of small-scale specimens is discussed.
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