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Low weight concrete.
Due to many well-known advantageous aspects, researchers have investigated the possibility of light weight concrete (LWC) as a replacement for normal weight concrete (NWC) for structural components.
Moreover, the remains of kilns for burning light weight concrete and ginger nut were discovered nearby the site.
Figure 14 shows a typical stress strain curve for normal weight concrete according to Bangash (Mota and Kamara 2006).
The creep and creep recovery of PAC were determined experimentally and compared with normal weight concrete.
Several prior studies have dealt with FRP application on normal weight concrete.
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In this study, the light-weight concrete panel was 36% lighter than normal-weight panel.
The third specimen had two light-weight concrete panels on both sides of the steel plate.
The following equation is recommended by KCI Code for prediction of the splitting tensile strength of normal-weight concrete.
Adequate thermal insulation properties were verified when compared to normal-weight concrete.
However, LWAC basically suffers from higher porosity and water absorption compared to normal-weight concrete.
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