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- W4249331320 abstract "This report provides experimental data on the development of PLFP for building construction. An innovative concept was used in the design of this system and the use of lightweight foamed concrete was discussed. Preliminary result of PLFP with double shear truss connectors was analysed and presented. PLFP was tested to determine its ultimate load carrying capacity under axial loading. Ultimate load carrying capacity, load deflection profile, surface strains and crack pattern were recorded and analysed. Test results were compared with calculated values based on classical formulas that developed by previous researchers and experimental data from previous researchers on its compositeness in between wythes. Results shown that PLFP with double shear truss connectors achieved higher compositeness in between wythes and have adequate ultimate load carrying capacity." @default.
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- W4249331320 date "2013-09-01" @default.
- W4249331320 modified "2023-09-27" @default.
- W4249331320 title "Structural Behaviour of Precast Lightweight Foamed Concrete Sandwich Panel (PLFP) with Double Shear Truss Connectors under Axial Load: Preliminary Result" @default.
- W4249331320 cites W2041838285 @default.
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- W4249331320 doi "https://doi.org/10.4028/www.scientific.net/amr.795.190" @default.
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