**4. Conclusions**

In this research, the effect of MC and SMC on the temperature, deformation, and strength of a bridge deck is studied. Through detailed experimental study, the following conclusions can be drawn:


**Author Contributions:** F.J. designed and conducted the experimental program. M.D. gave many suggestions about the experiment and helped solve the testing problems. W.W. and L.M. assisted in pouring the concrete. All authors assisted in the analysis. All authors have read and agreed to the published version of the manuscript.

**Funding:** This research was funded by Science and Technology Development Plan of Suzhou (SNG201904), National Key Research and Development Plan of China (2017YFB0309903-01) and Transportation Science and Technology Planning Project of Shandong Province (2018B37-02).

**Acknowledgments:** The authors would like to thank Zhongyang Mao from Nanjing Tech University for his precious contribution in the experiments.

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