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Table 3 Mechanical properties of HPEPC with different EPS bulk ratios.
The density and compressive strength of HPEPC decreased with increasing EPS bulk ratios.
Bulk ratios of HPEPC of 30 and 40% show that EPS plays a role in lightweight aggregates within the UHPC matrix, but HPEPC with bulk ratios greater than 50% shows that UHPC cannot completely fill the gaps between the EPS.
Open image in new window Fig. 2 Side and section views of HPEPC cylindrical specimens with different EPS bulk ratios.
The curing method involved removing the specimens 1 day after pouring, and then subjecting them to 90 °C high-temperature steam for 48 h. Figure 2 shows the cylindrical specimens with different EPS bulk ratios.
High-performance expanded polystyrene concrete (HPEPC) was tested with various EPS bulk ratios to determine the suitability of the mechanical properties for use as a high-strength lightweight aggregate concrete.
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Specimens with an EPS bulk ratio of 70% have massive pores in their structure.
Due to their large surface to bulk ratio, small metal clusters can exhibit rather unique features.
To address the screen to bulk ratio, the cathode ray tube (CRT) technology of the time was rapidly moving toward rear-projection big screen.
The compressive strength of HPEPC decreases at a rate greater than the rate of increase of the EPS bulk ratio.
It was found that HPEPC with 40% EPS bulk ratio was suitable for high strength lightweight concrete.
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