Flexural Property of Eco-Friendly Timber Beams Strengthened with Ecc Layer

Abstract

This research presents a new engineering cement-based composite (ECC) reinforced timber beam structure to enhance the flexural bearing capacity and deformation capacity of eco-friendly timber beams. Nine test beams were tested under static load, and the test variables included steel plate setting, ECC reinforcement position and ECC layer thickness. The effects of test variables on the flexural property of ECC reinforced timber beams were evaluated from the failure mode, load-deflection curve, ultimate load, stiffness, ductility and load-strain curve, indicating that the employment of ECC on strengthening timber beams is an effective reinforcement method for significantly improving the flexural bearing capacity and deformation capacity of timber beams. Compared with other reinforcement methods, the configuration of ECC layers at the top and bottom has a more notable effect on the enhancement of the flexural properties of timber beams. Compared with WB-1, the ultimate load, stiffness and displacement ductility coefficient of EWB-B10-T10 increased by 47.29%, 92.17% and 98.66%, respectively. When the thickness of the ECC layer is the same, it is more effective to configure the ECC layer at the bottom than at the top; when the reinforcement position is the same, increasing the thickness of the ECC layer has a positive effect on the flexural performance of the beam. At the same time, a calculation model for the flexural bearing capacity of ECC-reinforced beams was proposed based on the hypothesis, and the flexural bearing capacity predicted by the calculation model is in good agreement with the test results. Finally, the CO2 emissions of the structure were calculated by the life cycle assessment method (LCA) and compared with other composite structures. This comprehensive evaluation not only highlights the environmental advantages of ECC-reinforced beams, but also lays a solid foundation for future research and application in sustainable buildings.

Keywords: ECC, Tibmer beam, Flexural bearing capacity, Theoretical models, CO2 emissions