References
- ASTM E384-17. (2017). Standard test method for microindentation hardness of materials. West Conshohocken, PA: American Society for Testing and Materials.
- CECS 21-2000. (2000). Technical specification for inspection of concrete defects by ultrasonic method. Beijing, China: China Association for Engineering Construction Standardization.
- Ernst & Sohn. (2013). Fib model code for concrete structures 2010. Berlin, Germany: Ernst & Sohn.
- Gao, H. J. (2017). Research on the compressive fatigue properties of HSC after different high temperature process (MD dissertation). Beijing University of Civil Engineering and Architecture, Beijing, China (in Chinese).
- Gilman, J. J. (1997). Chemical and physical “hardness”. Materials Research Innovations, 1(2), 71–76. doi:https://doi.org/10.1007/s100190050023
- Liu, M. (2016). Research on relationships of temperature history and micro-structure evolution mechanism of high-strength concrete (MD dissertation). Beijing University of Civil Engineering and Architecture, Beijing, China (in Chinese).
- Luo, X., Sun, W., & Chan, Y. N. (2000). Residual compressive strength and microstructure of high performance concrete after exposure to high temperature. Materials and Structures, 33(5), 294–298. doi:https://doi.org/10.1007/BF02479699
- Mohammad, I. K. (2011). Microstructure of high strength concrete mercury intrusion porosimetry and thermogravimetry analysis. Advanced Materials Research, 243–249, 3781–3786. doi:https://doi.org/10.4028/www.scientific.net/AMR.243-249.3781
- Noumowe, A. (2005). Mechanical properties and microstructure of high strength concrete containing polypropylene fibres exposed to temperatures up to 200 °C. Cement and Concrete Research, 35(11), 2192–2198. doi:https://doi.org/10.1016/j.cemconres.2005.03.007
- Ren, F., Wang, J. A., & Dipaolo, B. P. (2013). Thermal expansion study and microstructural characterization of high-performance concretes. Journal of Materials in Civil Engineering, 25(10), 1574–1578. doi:https://doi.org/10.1061/(ASCE)MT.1943-5533.0000693
- Royer, D., & Dieulesaint, E. (2000). Elastic waves in solids I: Free and guided propagation. New York: Springer-Verlag.
- Saridemir, M., Severcan, M. H., Ciflikli, M., Celikten, S., Ozcan, F., & Atis, C. D. (2016). The influence of elevated temperature on strength and microstructure of high strength concrete containing ground pumice and metakaolin. Construction and Building Materials, 124, 244–257. doi:https://doi.org/10.1016/j.conbuildmat.2016.07.109
- Skarżyński, L., Marzec, I., & Tejchman, J. (2019). Fracture evolution in concrete compressive fatigue experiments based on X-ray micro-CT images. International Journal of Fatigue, 122, 256. doi:https://doi.org/10.1016/j.ijfatigue.2019.02.002
- Suaris, W., & Fernando, V. (1987). Ultrasonic pulse attenuation as a measure of damage growth during cyclic loading of concrete. ACI Materials Journal, 84(3), 185–193.
- Sun, C. Z., Wu, R. X., & Zhao, H. N. (2014). Research on concrete columns seismic performance of super early-strength composite fibers after high temperature. Applied Mechanics and Materials, 580–583, 2671–2674. doi:https://doi.org/10.4028/www.scientific.net/AMM.580-583.2671
- Wu, Z. W., & Lian, H. Z. (1999). High performance concrete. China: China Railway Press (in Chinese).
- Yan, L., Xing, Y. M., & Li, J. J. (2013). High-temperature mechanical properties and microscopic analysis of hybrid-fibre-reinforced high-performance concrete. Magazine of Concrete Research, 65(3), 139–147. doi:https://doi.org/10.1680/macr.12.00034
- Zeng, H., & Cheong, H. K. (2002). Stress-strain relationship for concrete confined by lateral steel reinforcement. ACI Materials Journal, 99(3), 250–255.
- Zhao, D. F., You, Z. K., & Liu, D. D. (2012). Experimental investigation on temperature distribution of reinforced concrete beam. Applied Mechanics and Materials, 166–169, 1379–1382. doi:https://doi.org/10.4028/www.scientific.net/AMM.166-169.1379
- Zhu, J. S., Xiao, R. C., & Song, Y. P. (2005). Experimental study on the cumulative fatigue damage of plain concrete under biaxial compression. China Civil Engineering Journal, 38(6), 104–109 (in Chinese).