Page 124 - 《爆炸与冲击》2026年第2期
P. 124
第 46 卷 张 臣,等: 高温与冲击耦合作用下超高性能混凝土的动态力学特性与本构方程 第 2 期
(4) 基于 UHPC 在高温冲击下的动态力学实验结果,考虑温度效应和应变率效应修正了 HJC 屈服面
方程,并通过有限元数值模拟技术验证了屈服面参数的合理性,研究结果表明修正后的 HJC 屈服面能够
表征 UHPC 在高温与冲击耦合作用下的动力学响应。
参考文献:
[1] 任亮, 何瑜, 王凯. 超高性能混凝土抗冲击性能研究进展 [J]. 硅酸盐通报, 2018, 37(1): 146–154, 165. DOI: 10.16552/j.
cnki.issn1001-1625.2018.01.023.
REN L, HE Y, WANG K. Research progress on impact resistance of ultra high performance concrete [J]. Bulletin of the
Chinese Ceramic Society, 2018, 37(1): 146–154, 165. DOI: 10.16552/j.cnki.issn1001-1625.2018.01.023.
[2] 张仲昊, 汪维, 张国凯, 等. 不同高温作用后混凝土劣化损伤性能 [J]. 兵工学报, 2023, 44(S1): 152–159. DOI: 10.12382/
bgxb.2023.0731.
ZHANG Z H, WANG W, ZHANG G K, et al. Study on deterioration and damage performance of concrete at different high
temperatures [J]. Acta Armamentarii, 2023, 44(S1): 152–159. DOI: 10.12382/bgxb.2023.0731.
[3] 杨婷, 杨烨凯, 刘中宪, 等. 高温后超高性能混凝土力学性能试验研究 [J]. 工程力学, 2025, 42(4): 97–109. DOI:
10.6052/j.issn.1000-4750.2022.12.1052.
YANG T, YANG Y K, LIU Z X, et al. Investigation on mechanical properties of ultra-high performance concrete after high
temperature [J]. Engineering Mechanics, 2025, 42(4): 97–109. DOI: 10.6052/j.issn.1000-4750.2022.12.1052.
[4] XIONG M X, LIEW J Y R. Spalling behavior and residual resistance of fibre reinforced ultra-high performance concrete after
exposure to high temperatures [J]. Materiales de Construcción, 2015, 65(320): e071. DOI: 10.3989/mc.2015.00715.
[5] 毛振豪, 马乾坤, 张继承, 等. 活性粉末混凝土高温后强度退化规律试验研究 [J]. 硅酸盐通报, 2022, 41(12): 4245–4253.
DOI: 10.16552/j.cnki.issn1001-1625.20221017.002.
MAO Z H, MA Q K, ZHANG J C, et al. Experimental research on strength degradation law of reactive powder concrete after
elevated temperatures [J]. Bulletin of the Chinese Ceramic Society, 2022, 41(12): 4245–4253. DOI: 10.16552/j.cnki.issn1001-
1625.20221017.002.
[6] YANG H, ZHAO H, LIU F Q. Residual cube strength of coarse RCA concrete after exposure to elevated temperatures [J]. Fire
and Materials, 2018, 42(4): 424–435. DOI: 10.1002/fam.2508.
[7] KRISHNA D A, PRIYADARSINI R S, NARAYANAN S. High temperature effects on different grades of concrete [J].
Sādhanā, 2021, 46(1): 31. DOI: 10.1007/s12046-020-01536-6.
[8] ZHANG H, ZHANG W H, CHEN Y, et al. Study on the dynamic impact mechanical properties of high-temperature resistant
ultra-high performance concrete (HTRUHPC) after high temperatures [J]. Journal of Building Engineering, 2024, 91: 109752.
DOI: 10.1016/j.jobe.2024.109752.
[9] 王立闻, 庞宝君, 杨震琦, 等. 钢纤维活性粉末混凝土高温后动力学特性研究 [J]. 建筑材料学报, 2010, 13(5): 620–625.
DOI: 10.3969/j.issn.1007-9629.2010.05.011.
WANG L W, PANG B J, YANG Z Q, et al. Dynamic behavior for steel-fiber reinforced reactive powder concrete after
exposure in high temperature [J]. Journal of Building Materials, 2010, 13(5): 620–625. DOI: 10.3969/j.issn.1007-
9629.2010.05.011.
[10] GAO D Y, ZHANG W, TANG J Y, et al. Effect of steel fiber on the compressive performance and microstructure of ultra-
high performance concrete at elevated temperatures [J]. Construction and Building Materials, 2024, 435: 136830. DOI:
10.1016/j.conbuildmat.2024.136830.
[11] SU H Y, XU J Y, REN W B. Experimental study on the dynamic compressive mechanical properties of concrete at elevated
temperature [J]. Materials and Design (1980–2015), 2014, 56: 579–588. DOI: 10.1016/j.matdes.2013.11.024.
[12] CHEN L, FANG Q, JIANG X Q, et al. Combined effects of high temperature and high strain rate on normal weight concrete [J].
International Journal of Impact Engineering, 2015, 86: 40–56. DOI: 10.1016/j.ijimpeng.2015.07.002.
[13] YU X, CHEN L, FANG Q, et al. A concrete constitutive model considering coupled effects of high temperature and high
strain rate [J]. International Journal of Impact Engineering, 2017, 101: 66–77. DOI: 10.1016/j.ijimpeng.2016.11.009.
[14] KOU X Y, LI L, DU X L, et al. Elastoplastic dynamic constitutive model of concrete with combined effects of temperature
and strain rate [J]. Case Studies in Construction Materials, 2023, 18: e01905. DOI: 10.1016/j.cscm.2023.e01905.
023102-15

