The Design of a Semi-Prefabricated LVL-Concrete Composite Floor
Figure 10
Experimental results at ULS and SLS levels for Beam 1, an 8 m span T-section TCC with R300-type connection system. (a) Experimental-analytical load 2P versus mid span deflection curve comparison. (b) Experimental load 2P versus connection slip curve for the notched connectors. (c) Experimental load 2P versus strain at mid span curve for LVL and concrete, bottom and top fibres. (d) Corresponding compressive and tensile stress profile in the tested T-section at SLS, ULS, and collapse () load.
