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CHAPTER 7 Conclusion and Future Prospects

7.3 Concluding Statement

The aim of this study was to improve the general understanding of cracked macro synthetic fibre reinforced concrete (FRC) using fibres with various geometrical properties. Significant insight was gained on the single-fibre and macro mechanical behaviour of FRC. However, much remains unknown about the mechanisms in the cracked FRC state, especially during extensive crack opening as well as the use of longer fibre lengths. Furthermore, concerning behaviour was observed on the single-fibre level under time dependent pull-out, thus creating enough room for additional research. Nevertheless, macro synthetic FRC is believed to possess the potential for delivering more economic concrete designs, aiming to replace conventional steel mesh in ground supported slabs.

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Appendix A : Single-Fibre Test Specimen Information

This appendix provides specimen information for the single-fibre investigation of this study.

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