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Composite beams subjected to different loading with given geometry and material properties are optimized for maximum failure load.
Considerable hardness (220 HV) and maximum failure load (6000 N) were obtained in present work compared to other welding methods.
It was found that the effect of the strain rate on the maximum failure load increased with temperature.
The experimental results showed that eccentric load could obviously lower down the maximum failure load of FRP-confined concrete columns, compared to the columns under concentric load.
The maximum failure load was observed in the sample when the gripping point (epoxy drop) was over the fibre core and the end of the coating.
The maximum failure load in this experiment was nearly two times higher than Yu's (Yu et al. 2009) test results.
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It was observed that all specimens with different notch-to-length ratios exhibited size effect, in which the stress at maximum load (failure load divided by cross-sectional area) decreased as the size was increased.
Figure 2 DLS test results: maximum unit failure load.
The maximum load (failure load) may reflect the quality of the bone rather than the performance of the osteosynthesis.
Moreover, the maximum failure point loading increased to 75.9%.
Due to high concentration of rotation and deflection at individual joints in the dry jointed specimen, the maximum load and failure load are 8.6% and 16.7% less than that of the epoxy jointed specimen.
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