**4. Conclusions**

This study established the framework to investigate the tension behavior of a durable steel fiber reinforced concrete with increasing dosage of SAP and to develop a HSC with SAP to mitigate autogenous shrinkage and develop an analytical model for predicting the tension behavior of HSC with varying SAP dosage. Based on the results presented, the following conclusions can be drawn:


**Author Contributions:** Conceptualization, K.F.d.S., A.C.B.S.R., and E.F.d.S.; Methodology and Data Acquisition, K.F.d.S., M.A.R.M., and L.A.d.C.M.; Supervision, A.C.B.S.R. and E.F.d.S.; Writing-Original Draft Preparation, K.F.d.S., A.C.B.S.R. and E.F.d.S.; Writing-Review & Editing, K.F.d.S., A.C.B.S.R., E.F.d.S., and R.D.T.F. All authors have read and agreed to the published version of the manuscript.

**Funding:** This study was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior–Brasil (CAPES)–Finance Code 001.

**Acknowledgments:** The authors gratefully acknowledge the financial support given by CAPES to the execution of the present research project.

**Conflicts of Interest:** The authors declare no conflict of interest.
