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VM and DP predictions gave differing results depending on the chosen base SN curve due to different hydrostatic stress states of each base specimen.
Percentage temperature variation for each temperature step (from 20 to 300 °C) varies by 6% for sediment and coal based specimens, and by 5% for granite-based specimens.
Lime/sand plasters do not typically pose shrinkage issues, which is why more earth based specimens were tested than lime based specimens.
HCS and HCAS with HMAS phases were identified in the ladle slag based specimens.
The output parameter was the compressive strength of the OPC+seashell powder based specimens.
Effects of hybridization on the shear properties of ROS based specimens are quantified and compared with pure ROS and benchmark laminates.
The apparent increase in volume of capillary pores in ladle slag based specimens was explained by the residual bubbles from the carbonates included in raw slag.
Experimental results indicate that polycondensation was enhanced in nepheline syenite based specimens, compared to quartz sand, due to the increase in HMAS phases in relation to the dissolution and interaction of amorphous/disordered fraction of aggregates.
Compared to base material specimens, FSW specimens were found to have longer fatigue lives but generally of the same order of magnitude.
Open image in new window Figure 3 General set-up of column base connection specimens.
Also, the elongation was the highest in 0.03% Nb specimen showing the same as base metal specimen.
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