https://orcid.org/0000-0002-6715-2231
Figures & data
Figure 1. The configuration of the CLT-concrete composite beams and the four-point bending test set-up. Measurements in mm.
Table 1. The concrete mix proportion used in the study.
Figure 2. Configuration of the deconstructable connector.
Table 2. Test results of the CLT beams and the composite beams: Vibration characteristics, bending properties, and failure modes.
Figure 3. The load-deflection curves of the composite beams under four-point bending.
Figure 4. Failure modes of the composite beams.
Figure 5. The load-slip curves at the left and the right ends of the composite beams.
Figure 6. Deconstruction process of one of the composite beams after the bending test.
