Numerical analysis of damage characteristics of temperature-gradient ice layer under underwater explosion load
-
摘要: 为探究极地低温环境下水下爆炸破冰效果,采用LS-DYNA开展数值分析,考虑极地低温环境中冰层温度梯度的影响,分析了冰层在冲击波与气泡运动载荷下的动响应过程与破坏机理,探讨破冰效果影响因素与作用规律。结果表明:典型工况下,冰层动响应分为应力波作用、初始裂纹萌生、局部弯曲变形、整体回落和射流侵彻五个阶段;装药量的增大可以提升冰层破碎区和裂隙区范围,但单位装药增量对应的破冰效率呈递减趋势;爆距存在最佳值,且由于冲击波与气泡载荷特性的差异,裂隙区的最佳爆距大于破碎区的最佳爆距;冰层厚度对破冰效果的影响呈非线性,厚度增大使破碎区半径逐渐减小,气泡运动主导的裂隙区半径在一定范围下有所增大;破碎区范围受温度梯度影响微弱,但温度梯度对冰层裂隙区范围存在较大影响,裂隙区半径为等效温度冰层的82.3%。Abstract: To investigate the mechanism of underwater explosion-induced ice breaking in polar low-temperature environments and the influence of different factors on ice layer failure modes, numerical analysis was conducted using LS-DYNA finite element software. The influence of differences in atmospheric and seawater temperatures on the temperature distribution of natural sea ice in low-temperature environments was considered. The dynamic response and failure mechanism of the ice layer under shock-wave loads and bubble motion were analyzed. The factors influencing the ice-breaking effect and the failure modes of the ice layer were investigated. The results show that under typical operating conditions, the dynamic response of ice layers can be chronologically divided into five stages: the stress wave action stage, the initial crack initiation stage, the local bending deformation stage, the overall retreat stage, and the jet penetration stage. Increasing the charge mass can enhance the range of ice fragmentation and crack zones, but the ice breaking efficiency per unit charge shows a decreasing trend. There exists an optimal detonation distance, and due to the different load characteristics of shock waves and bubbles, the optimal detonation distance for the fragmentation zone is greater than that for the crack zone. The ice layer thickness has a nonlinear effect on the ice breaking effectiveness. As the thickness increases, the radius of the fragmentation zone gradually decreases, while the radius of the crack zone dominated by bubble motion increases within a certain range. It is found that the range of the fragmentation zone is minimally affected by temperature gradients, but temperature gradients have a significant impact on the range of the ice layer crack zone, with the radius of the crack zone being 82.3% of that in the equivalent uniform-temperature ice layer. Therefore, when studying ice layers with large thickness and significant temperature differences, the influence of non-uniform temperature distribution must be considered.
-
Key words:
- explosion breaking ice /
- shock wave /
- bubble /
- temperature gradient /
- destruction mode
-
表 1 TNT材料和状态方程参数
Table 1. Parameters of TNT material and its equation of state
密度/(kg·m−3) 爆速/(m·s−1) pCJ/Pa A/Pa B/Pa R1 R2 ω E0/(J·m−3) V0 1630 6930 2.1×1010 3.712×1011 3.231×109 4.15 0.9 0.3 7.0×109 1 注:pCJ炸药的CJ爆轰压力,V0为初始相对体积。 表 2 水的材料和状态方程参数
Table 2. Parameters of water material and its equation of state
密度/(kg·m−3) pc/Pa υ c S1 S2 S3 γ0 α E0/(J·m−3) V0 1025 −10 8.648×10−4 1480 2.56 −1.986 0.2268 0.4934 0 0 1 注:pc为截断压力,υ为动力粘度系数。 表 3 空气的材料和状态方程参数
Table 3. Parameters of air material and its equation of state
ρ0/(kg·m−3) pc/Pa υ C0 C1 C2 C3 C4 C5 C6 E0/(J·m−3) V0 1.292 −1 1.746×10−5 0 0 0 0 0.4 0.4 0 2.5×105 1 表 4 不同温度下的冰层材料参数
Table 4. Ice layer material parameters at different temperatures
温度/℃ 密度/(kg·m−3) 泊松比 杨氏模量/GPa σt/MPa σc/MPa −5 917.55 0.3295 8.5402 3.9779 17.4897 −10 918.30 0.3300 8.6397 4.1936 17.9889 −15 919.05 0.3304 8.7241 4.4346 18.8342 −20 919.80 0.3308 8.7930 4.7040 20.2657 表 5 1/4模型尺寸表
Table 5. 1/4 Model Size Table
L0/m Hair/m H/m Hwater/m R0/m W/kg D/m 10 1.8 0.27 2.2 0.032 0.2 0.45 表 6 冰材料模型参数
Table 6. Ice material model parameters
密度/(kg·m−3) 剪切模量/Pa 屈服应力/Pa 塑性硬化模量/Pa 体积模量/Pa 失效压力/Pa 塑性失效应变 900 3.571×109 2.12×106 4.26×109 9.314×109 −212 0.35 表 7 不同网格尺寸的计算所得破口直径
Table 7. Calculated hole diameters with different grid sizes
k 破口直径/m 误差% k 破口直径/m 误差% 3.00 1.42 26.80 6.75 1.78 8.25 4.50 1.63 15.98 9.00 1.84 5.15 5.40 1.70 12.37 13.50 1.86 4.12 实验[41] 1.94 表 8 水下爆炸破冰工况
Table 8. Conditions of underwater explosion ice breaking condition
工况 H/m R0/m W/kg D/m 工况 H/m R0/m W/kg D/m 工况 H/m R0/m W/kg D/m 1 0.6 0.053 1.0 1.0 6 0.6 0.076 3.0 0.2 11 0.2 0.076 3.0 1.0 2 0.6 0.076 3.0 1.0 7 0.6 0.076 3.0 0.6 12 0.4 0.076 3.0 1.0 3 0.6 0.090 5.0 1.0 8 0.6 0.076 3.0 1.0 13 0.6 0.076 3.0 1.0 4 0.6 0.101 7.0 1.0 9 0.6 0.076 3.0 1.4 14 0.8 0.076 3.0 1.0 5 0.6 0.110 9.0 1.0 10 0.6 0.076 3.0 1.8 15 1.0 0.076 3.0 1.0 注:L0=15 m, Hair=2 m, Hwater=4 m。 表 9 不同TNT药量下的冰层破坏范围
Table 9. The range of ice layer damage under different TNT dosages
工况 $ W/\text{kg} $ Rc/m Rf/m 1 1.0 0.35 0.35 2 3.0 1.56 6.85 3 5.0 1.84 7.20 4 7.0 2.20 7.42 5 9.0 3.15 8.97 注:Rc为破碎区半径,Rf为裂隙区半径。 表 10 不同爆距下的冰层破坏范围
Table 10. The range of ice damage under different blasting distances
工况 D/m Rc/m Rf/m 6 0.2 0.65 0.65 7 0.6 1.10 4.02 8 1.0 1.56 6.85 9 1.4 1.40 9.07 10 1.8 0.62 7.14 表 11 不同厚度下的冰层破坏范围
Table 11. Range of ice layer damage at different thicknesses
工况 H/m Rc/m Rf/m 11 0.2 2.10 2.10 12 0.4 2.28 3.95 13 0.6 1.56 6.85 14 0.8 1.08 7.65 15 1.0 0.92 2.55 表 12 不同因素对冰层破坏模式的影响
Table 12. The influence of different factors on the failure mode of ice layers
工况编号 H/m W/kg D/m 主要破坏模式 关键特征 原因分析 1 0.6 1.0 1.0 无明显破坏 冰层完整,无明显破损 TNT当量W过小时,冲击波载荷和气泡载荷峰值较低,难以对冰层产生有效的破坏 2 0.6 3.0 1.0 压缩、拉伸、局部弯曲和剪切、整体弯曲变形、冲塞破坏 挤压压溃,崩落与层裂,漏斗形破损,冰层局部抬升,冰层整体回落,射流冲刷 3 0.6 5.0 1.0 4 0.6 7.0 1.0 5 0.6 9.0 1.0 6 0.6 3.0 0.2 压缩、冲塞破坏 从迎爆面开始出现大程度的压溃,崩落与层裂现象不明显,没有形成漏斗形破损,未出现冰层抬升和回落现象 爆距过小,作用于冰层的冲击波峰值载荷大,反射拉伸波来不及传播和形成宏观裂隙,气泡能量过早泄漏,至冰层的传递效率低,无法引起冰层的抬升和回落;爆距过大时,由于冰介质低抗拉强度的特性,出现背爆面崩落和层裂,而迎爆面无压缩失效的现象;继续增大爆距,气泡运动将无法引起冰层的局部弯曲变形 7 0.6 3.0 0.6 压缩、拉伸、局部弯曲和剪切、整体弯曲变形、冲塞破坏 挤压压溃,崩落与层裂,漏斗形破损,冰层局部抬升,冰层整体回落,射流冲刷 8 0.6 3.0 1.0 9 0.6 3.0 1.4 拉伸、局部弯曲和剪切、整体弯曲变形、冲塞破坏 迎爆面无明显压溃 10 0.6 3.0 1.8 拉伸、整体弯曲变形 迎爆面无明显压溃,没有出现中心抬升和局部弯曲变形、剪切破坏,射流引起的冲刷破坏不明显 11 0.2 3.0 1.0 压缩、剪切破坏 崩落与层裂现象不明显,没有形成漏斗形破损。没有出现局部弯曲变形,而直接产生剪切破坏,整体弯曲回落现象未出现,射流没有起到冲刷破坏作用 对于薄冰层,冲击波率先作用于冰层造成直接压溃,背爆面的拉伸破坏没有时间充分发展,且剪切破坏的临界应力值较小,冰层来不及充分弯曲变形而发生彻底的剪切破坏;增大冰厚,强度提高,冲击波造成的破损程度降低,冰-水系统的密闭性得到增强,气泡能量到冰层的传递效率提高,冰层出现弯曲变形;冰厚继续增大,冰层强度过高,气泡运动无法引起冰层明显的弯曲变形 12 0.4 3.0 1.0 压缩、局部弯曲和剪切、整体弯曲变形、冲塞破坏 崩落与层裂现象不明显,没有形成漏斗形破损。 13 0.6 3.0 1.0 压缩、拉伸、局部弯曲和剪切、整体弯曲变形、冲塞破坏 挤压压溃,崩落与层裂,漏斗形破损,冰层局部抬升,冰层整体回落,射流冲刷 14 0.8 3.0 1.0 15 1.0 3.0 1.0 压缩、拉伸、局部弯曲和剪切、冲塞破坏 没有出现整体弯曲回落现象 表 13 等效温度冰层材料参数
Table 13. Equivalent temperature ice layer material parameters
层 密度/(kg·m−3) 泊松比 杨氏模量/GPa σt/MPa σc/MPa 1 917.55 0.3295 8.5402 3.9779 17.4897 2 918.30 0.3300 8.6397 4.1936 17.9889 3 919.05 0.3304 8.7241 4.4346 18.8342 4 919.80 0.3308 8.7930 4.7040 20.2657 等效冰层 918.675 0.3302 8.6743 4.3275 18.6446 表 14 冰层破坏范围
Table 14. Range of ice damage
冰层性质 Rc/m Rf/m 温度梯度 1.56 6.85 均匀温度 1.63 8.32 -
[1] 张建平, 于亚伦. 接近冰层爆破漏斗试验及其理论分析 [J]. 工程爆破, 2006, 12(2): 5–8,31. DOI: 10.3969/j.issn.1006-7051.2006.02.002.ZHANG J P, YU Y L. Field experiments and theoretical analysis on blasting craters of ice layers by near charge [J]. Engineering Blasting, 2006, 12(2): 5–8,31. DOI: 10.3969/j.issn.1006-7051.2006.02.002. [2] 段元胜, 汪向红, 刘书宝, 等. 冰凌爆破技术探讨 [J]. 冰川冻土, 2003, 25(S2): 220–226. DOI: 10.3969/j.issn.1000-0240.2003.z2.004.DUAN Y S, WANG X H, LIU S B, et al. Application of blasting technique to against ice jam [J]. Journal of Glaciology and Geocryology, 2003, 25(S2): 220–226. DOI: 10.3969/j.issn.1000-0240.2003.z2.004. [3] 冯彬, 方向, 毛益明, 等. 装药位置对冰凌爆破效果影响的数值模拟 [J]. 爆破器材, 2012, 41(4): 26–29. DOI: 10.3969/j.issn.1001-8352.2012.04.008.FENG B, FANG X, MAO Y M, et al. Numerical simulation of ice blasting affected by different charge positions [J]. Explosive Materials, 2012, 41(4): 26–29. DOI: 10.3969/j.issn.1001-8352.2012.04.008. [4] 王须民, 张之凡, 张桂勇, 等. 不同介质中爆炸载荷对层冰结构的破坏效应研究 [J]. 哈尔滨工程大学学报, 2025, 46(1): 10–17. DOI: 10.11990/jheu.202301013.WANG X M, ZHANG Z F, ZHANG G Y, et al. Damage effects of layer ice subjected to explosion loads in different media [J]. Journal of Harbin Engineering University, 2025, 46(1): 10–17. DOI: 10.11990/jheu.202301013. [5] 曲艳东, 刘万里, 翟诚, 等. 水下爆破破冰爆炸冲击波传播规律数值分析 [J]. 爆破, 2017, 34(2): 100–104. DOI: 10.3963/j.issn.1001-487X.2017.02.019.QU Y D, LIU W L, ZHAI C, et al. Numerical simulation of propagation law of shock waves in process of breaking ice by underwater blasting [J]. Blasting, 2017, 34(2): 100–104. DOI: 10.3963/j.issn.1001-487X.2017.02.019. [6] 马万珍, 佟铮, 王宁. 冰介质爆破特性实验研究 [J]. 工程爆破, 2003, 9(3): 12–14. DOI: 10.3969/j.issn.1006-7051.2003.03.003.MA W Z, TONG Z, WANG N. Experimental study on blasting characteristics of ice medium [J]. Engineering Blasting, 2003, 9(3): 12–14. DOI: 10.3969/j.issn.1006-7051.2003.03.003. [7] 佟铮, 马万珍, 王宁. 单个球形药包在无限冰介质内部爆炸作用试验研究 [J]. 内蒙古工业大学学报(自然科学版), 2003, 22(3): 209–213. DOI: 10.3969/j.issn.1001-5167-B.2003.03.011.TONG Z, MA W Z, WANG N. The exploding effect of a single spherical package of explosive amid unlimited ice medium [J]. Journal of Inner Mongolia University of Technology (Natural Science Edition), 2003, 22(3): 209–213. DOI: 10.3969/j.issn.1001-5167-B.2003.03.011. [8] 史兴隆, 佟铮, 王呼和. 河道冰体的可爆性研究 [J]. 内蒙古工业大学学报, 2013, 32(4): 88–92. DOI: 10.13785/j.cnki.nmggydxxbzrkxb.2014.02.002.SHI X L, TONG Z, WANG H H. Blastability study of streamway ice body [J]. Journal of Inner Mongolia University of Technology, 2013, 32(4): 88–92. DOI: 10.13785/j.cnki.nmggydxxbzrkxb.2014.02.002. [9] 冯百强. 近场水下爆炸下冰层损伤破坏机理及碎冰散射特性分析 [D]. 哈尔滨: 哈尔滨工程大学, 2021. DOI: 10.27060/d.cnki.ghbcu.2021.001012.FENG B Q. Research on the mechanism of ice damage and scattering characteristics of ice fragments under near-field underwater explosion [D]. Harbin: Harbin Engineering University, 2021. DOI: 10.27060/d.cnki.ghbcu.2021.001012. [10] 张忠和, 梁向前, 王树理. 水下爆破破冰机理的数值分析研究 [J]. 爆破, 2015, 32(3): 150–155. DOI: 10.3963/j.issn.1001-487X.2015.03.027.ZHANG Z H, LIANG X Q, WANG S L. Numerical simulation of ice breaking mechanism of underwater blasting [J]. Blasting, 2015, 32(3): 150–155. DOI: 10.3963/j.issn.1001-487X.2015.03.027. [11] 许冠超, 孟卓伦, 赵继伟. 黄河冰凌单点爆破的数值模拟与试验研究 [J]. 华北水利水电大学学报(自然科学版), 2020, 41(4): 22–26. DOI: 10.19760/j.ncwu.zk.2020045.XU G C, MENG Z L, ZHAO J W. Numerical simulation and experimental study on single point blasting of ice jam of the Yellow River [J]. Journal of North China University of Water Resources and Electric Power (Natural Science Edition), 2020, 41(4): 22–26. DOI: 10.19760/j.ncwu.zk.2020045. [12] 刘栋. 黑龙江干流冰凌单点爆破数值模拟与原位验证研究 [D]. 哈尔滨: 黑龙江大学, 2023. DOI: 10.27123/d.cnki.ghlju.2023.000982.LIU D. In situ verification study and simulation of the blasting of the Heilongjiang River ice jam [D]. Harbin: Heilongjiang University, 2023. DOI: 10.27123/d.cnki.ghlju.2023.000982. [13] 张忠和, 梁向前, 徐溦, 等. 装药位置对爆破破冰效果影响的数值分析 [J]. 爆破, 2015, 32(4): 118–122,127. DOI: 10.3963/j.issn.1001-487X.2015.04.022.ZHANG Z H, LIANG X Q, XU W, et al. Numerical analysis of effect of different charge position on ice blasting [J]. Blasting, 2015, 32(4): 118–122,127. DOI: 10.3963/j.issn.1001-487X.2015.04.022. [14] FU H, GUO X L, WU P, et al. River-ice blasting and explosive weight optimization for ice-flooding mitigation: a case study [J]. Cold Regions Science and Technology, 2020, 177: 103103. DOI: 10.1016/j.coldregions.2020.103103. [15] 王莹, 秦业志, 王志凯, 等. 不同类型炸药水下爆炸时冰层损伤特性研究 [J]. 振动与冲击, 2022, 41(9): 189–198. DOI: 10.13465/j.cnki.jvs.2022.09.025.WANG Y, QIN Y Z, WANG Z K, et al. Damage characteristics of ice layer during underwater blasting of different types of explosives [J]. Journal of Vibration and Shock, 2022, 41(9): 189–198. DOI: 10.13465/j.cnki.jvs.2022.09.025. [16] WANG Y, YAO X L, QIN Y Z. Investigation on influence factors about damage characteristics of ice sheet subjected to explosion loads: underwater explosion and air contact explosion [J]. Ocean Engineering, 2022, 260: 111828. DOI: 10.1016/j.oceaneng.2022.111828. [17] 殷怀堂, 杨学海, 江淼, 等. 冰凌下水中延长药包爆破破冰的试验研究 [J]. 工程爆破, 2010, 16(3): 12–15,27. DOI: 10.3969/j.issn.1006-7051.2010.03.003.YIN H T, YANG X H, JIANG M, et al. Experimental research on ice breaking by extended blasting cartridge under ice [J]. Engineering Blasting, 2010, 16(3): 12–15,27. DOI: 10.3969/j.issn.1006-7051.2010.03.003. [18] ZHANG X M, WU Y L, XIE Z G, et al. Numerical study on propagation of ice breaking shock waves in process of breaking ice by double-layer charge blasting [J]. Journal of Engineering Research and Reports, 2021, 20(12): 91–98. DOI: 10.9734/jerr/2021/v20i1217422. [19] 蒲文龙, 申罗飞, 刘洋. 基于ANSYS/LS-DYNA的防凌减灾微差爆破数值模拟 [J]. 黑龙江科技大学学报, 2023, 33(3): 325–332. DOI: 10.3969/j.issn.2095-7262.2023.03.003.PU W L, SHEN L F, LIU Y. Numerical simulation of ice prevention and disaster reduction by millisecond blasting based on ANSYS/LS-DYNA [J]. Journal of Heilongjiang University of Science & Technology, 2023, 33(3): 325–332. DOI: 10.3969/j.issn.2095-7262.2023.03.003. [20] WANG Y, QIN Y Z, WANG Z K, et al. Numerical study on ice damage characteristics under single explosive and combination explosives [J]. Ocean Engineering, 2021, 223: 108688. DOI: 10.1016/j.oceaneng.2021.108688. [21] 朱殿勇, 周文文, 陈鹏. 国外极地破冰船吊舱推进系统发展研究 [J]. 舰船科学技术, 2023, 45(23): 217–221. DOI: 10.3404/j.issn.1672-7649.2023.23.042.ZHU D Y, ZHOU W W, CHEN P. Research on the development of polar icebreaker propulsion system [J]. Ship Science and Technology, 2023, 45(23): 217–221. DOI: 10.3404/j.issn.1672-7649.2023.23.042. [22] 马玉贤, 于福祥, 田野, 等. 辽东湾东岸海冰物理力学性质的基本特性 [J]. 海洋环境科学, 2023, 42(5): 780–787. DOI: 10.13634/j.cnki.mes.2023.05.004.MA Y X, YU F X, TIAN Y, et al. The physical and mechanic properties of sea ice in the eastern coast of Liaodong Bay [J]. Marine Environmental Science, 2023, 42(5): 780–787. DOI: 10.13634/j.cnki.mes.2023.05.004. [23] 孟广琳, 张明元, 李志军, 等. 辽东湾北部三道沟平整冰单轴抗压强度特征 [J]. 海洋通报, 1991, 10(3): 21–28.MENG G L, ZHANG M Y, LI Z J, et al. Characteristics of uniaxial compressive strength of level ice off Shandaogou in northern Liaodong Bay [J]. Marine Science Bulletin, 1991, 10(3): 21–28. [24] 孟广琳, 李志军, 李福成, 等. 渤海北部平整冰抗压强度设计标准研究 [J]. 海洋工程, 1989, 7(3): 65–73. DOI: 10.16483/j.issn.1005-9865.1989.03.007.MENG G L, LI Z J, LI F C, et al. Study of the design criteria of the level ice comrep ssive strength in the north Bohai [J]. The Ocean Engineering, 1989, 7(3): 65–73. DOI: 10.16483/j.issn.1005-9865.1989.03.007. [25] 韩红卫. 极区航道海冰时空分布及其物理力学性质研究 [D]. 大连: 大连理工大学, 2016.HAN H W. Study on the spatial and temporal distribution of sea ice and the physical, mechanical properties of sea ice in polar routes [D]. Dalian: Dalian University of Technology, 2016. [26] 丁法龙, 茅泽育. 寒区水塘冰温度应力原型观测及分析 [J]. 工程力学, 2021, 38(9): 239–245,256. DOI: 10.6052/j.issn.1000-4750.2020.09.0624.DING F L, MAO Z Y. Study on thermal ice stresses of a pond in cold region [J]. Engineering Mechanics, 2021, 38(9): 239–245,256. DOI: 10.6052/j.issn.1000-4750.2020.09.0624. [27] 李晨阳. 基于弹塑性冰本构模型的船冰相互作用研究 [D]. 长春: 吉林大学, 2023. DOI: 10.27162/d.cnki.gjlin.2023.003000.LI C Y. Study on ship ice interaction based on elastoplastic ice constitutive model [D]. Changchun: Jilin University, 2023. DOI: 10.27162/d.cnki.gjlin.2023.003000. [28] 沈乐天, 赵士达, 卢锡年, 等. 天然淡水冰单轴压缩强度及其温度和应变率效应 [J]. 冰川冻土, 1990, 12(2): 141–146. DOI: 10.7522/j.issn.1000-0240.1990.0020.SHEN L T, ZHAO S D, LU X N, et al. Effects of temperature and strain rate on uniaxial compressive strength of natural fresh water ice [J]. Journal of Glaciology and Geocryology, 1990, 12(2): 141–146. DOI: 10.7522/j.issn.1000-0240.1990.0020. [29] HAYNES F D. Effect of temperature on the strength of snow-ice: CRREL Report 78-27 [R]. Hanover: U. S. Army Cold Regions Research and Engineering Laboratory (CRREL), 1978. [30] ZHANG Y H, WANG Q, HAN D F, et al. Investigation on the mixed mode fracture toughness of freshwater ice using the semi-circular bend method [J]. Cold Regions Science and Technology, 2023, 205: 103718. DOI: 10.1016/j.coldregions.2022.103718. [31] ZHANG Y H, WANG Q, HAN D F, et al. Experimental study of the quasi-static and dynamic fracture toughness of freshwater ice using notched semi-circular bend method [J]. Engineering Fracture Mechanics, 2021, 247: 107696. DOI: 10.1016/j.engfracmech.2021.107696. [32] 解北京, 陈铭进, 陈思羽, 等. 冰试样动态冲击破坏力学特性实验研究 [J]. 防灾减灾工程学报, 2023, 43(6): 1284–1290. DOI: 10.13409/j.cnki.jdpme.20230207003.XIE B J, CHEN M J, CHEN S Y, et al. Experimental study on dynamic impact failure mechanical properties of ice samples [J]. Journal of Disaster Prevention and Mitigation Engineering, 2023, 43(6): 1284–1290. DOI: 10.13409/j.cnki.jdpme.20230207003. [33] 孟强, 张久洋. 基于SHPB试验的海冰动态力学性能研究 [J]. 海岸工程, 2023, 42(3): 277–287. DOI: 10.12362/j.issn.1002-3682.20220730001.MENG Q, ZHANG J Y. Research on dynamic mechanical properties of sea ice based on SHPB test [J]. Coastal Engineering, 2023, 42(3): 277–287. DOI: 10.12362/j.issn.1002-3682.20220730001. [34] 薛世超, 常孟周, 韩雅菲, 等. 冲击载荷下冰的动态压缩力学特性数值模拟 [J]. 装备制造技术, 2021(3): 4–6. DOI: 10.3969/j.issn.1672-545X.2021.03.003.XUE S C, CHANG M Z, HAN Y F, et al. Numerical simulation of dynamic compressive mechanical properties of ice under impact loading [J]. Equipment Manufacturing Technology, 2021(3): 4–6. DOI: 10.3969/j.issn.1672-545X.2021.03.003. [35] 闫世春, 佟铮, 王呼和, 等. 冰体标准爆破漏斗试验研究与数值模拟 [J]. 工程爆破, 2011, 17(1): 12–14. DOI: 10.3969/j.issn.1006-7051.2011.01.003.YAN S C, TONG Z, WANG H H, et al. Experimental study and numerical simulation on standard blasting crater of ice [J]. Engineering Blasting, 2011, 17(1): 12–14. DOI: 10.3969/j.issn.1006-7051.2011.01.003. [36] TIMCO G W, FREDERKING R M W. Compressive strength of sea ice sheets [J]. Cold Regions Science and Technology, 1990, 17(3): 227–240. DOI: 10.1016/S0165-232X(05)80003-5. [37] JONES S J. A review of the strength of iceberg and other freshwater ice and the effect of temperature [J]. Cold Regions Science and Technology, 2007, 47(3): 256–262. DOI: 10.1016/j.coldregions.2006.10.002. [38] SHI C, HU Z Q, RINGSBERG J, et al. Validation of a temperature-gradient-dependent elastic-plastic material model of ice with finite element simulations [J]. Cold Regions Science and Technology, 2017, 133: 15–25. DOI: 10.1016/j.coldregions.2016.10.005. [39] 施伟东. 基于有限元方法的船-冰相互作用中海冰失效机理研究 [D]. 哈尔滨: 哈尔滨工程大学, 2024. DOI: 10.27060/d.cnki.ghbcu.2024.003154.SHI W D. Research on sea ice failure mechanisms in ship-ice interaction based on finite element method [D]. Harbin: Harbin Engineering University, 2024. DOI: 10.27060/d.cnki.ghbcu.2024.003154. [40] 俞同强, 刘昆, 刘俊杰, 等. 船-冰碰撞中考虑温度影响的冰体材料本构模型研究 [J]. 船舶力学, 2023, 27(2): 250–259. DOI: 10.3969/j.issn.1007-7294.2023.02.009.YU T Q, LIU K, LIU J J, et al. Constitutive model of ice material in ship-ice collision considering temperature effect [J]. Journal of Ship Mechanics, 2023, 27(2): 250–259. DOI: 10.3969/j.issn.1007-7294.2023.02.009. [41] 王莹. 爆炸与碰撞冲击载荷作用下冰层损伤破坏特性研究 [D]. 哈尔滨: 哈尔滨工程大学, 2023. DOI: 10.27060/d.cnki.ghbcu.2023.003151.WANG Y. Research on the damage and failure characteristics of ice sheet subjected to explosion and collision impact loads [D]. Harbin: Harbin Engineering University, 2023. DOI: 10.27060/d.cnki.ghbcu.2023.003151. [42] 辛春亮, 朱星宇, 薛再清, 等. 有限元分析常用材料参数手册 [M]. 2版. 北京: 机械工业出版社, 2022: 192–195. [43] LIU W T, MING F R, ZHANG A M, et al. Continuous simulation of the whole process of underwater explosion based on Eulerian finite element approach [J]. Applied Ocean Research, 2018, 80: 125–135. DOI: 10.1016/j.apor.2018.08.016. [44] YU Z R, NI B Y, WU Q G, et al. Numerical simulation of icebreaking by underwater-explosion bubbles and compressed-gas bubbles based on the ALE method [J]. Journal of Marine Science and Engineering, 2023, 12(1): 58. DOI: 10.3390/jmse12010058. [45] 宋祖厂, 陈建民. 海冰与独腿简易平台碰撞动力分析 [J]. 中国海洋平台, 2009, 24(2): 19–22. DOI: 10.3969/j.issn.1001-4500.2009.02.004.SONG Z C, CHEN J M. Dynamic analysis of the collision between sea-ice and single-pile simple platform [J]. China Offshore Platform, 2009, 24(2): 19–22. DOI: 10.3969/j.issn.1001-4500.2009.02.004. [46] LEE S G, LEE J S, BAEK Y H, et al. Structural safety assessment in membrane-type CCS in LNGC under iceberg collisions [C]//International Conference on Ice Class Vessels (ICSOT 2009). Busan: Royal Institution of Naval Architects, 2009: 65–77. DOI: 10.3940/rina.icsot.2009.10. [47] VOITKOVSKII K F. The mechanical properties of ice [R]. Bedford: Air Force Cambridge Research Laboratories, Geophysics Research Directorate, 1962. [48] 郭耀, 李刚, 贾成艳, 等. 冰力学参数的超声波测试研究 [J]. 极地研究, 2016, 28(1): 152–157. DOI: 10.13679/j.jdyj.2016.1.152.GUO Y, LI G, JIA C Y, et al. Study of ultrasonic test in the measurements of mechanical properties of ice [J]. Chinese Journal of Polar Research, 2016, 28(1): 152–157. DOI: 10.13679/j.jdyj.2016.1.152. [49] ZHANG Y H, WANG Q, HAN D F, et al. Dynamic splitting tensile behaviours of distilled-water and river-water ice using a modified SHPB setup [J]. International Journal of Impact Engineering, 2020, 145: 103686. DOI: 10.1016/j.ijimpeng.2020.103686. [50] 张永康, 李玉龙, 汤忠斌, 等. 冰在低温下的单轴压缩力学行为和破坏机制 [J]. 固体力学学报, 2018, 39(5): 530–538. DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.026.ZHANG Y K, LI Y L, TANG Z B, et al. Mechanical behavior and failure mechanism of ice at cryogenic temperatures under uniaxial compression [J]. Chinese Journal of Solid Mechanics, 2018, 39(5): 530–538. DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.026. [51] CAI W, ZHU L, QIAN X D. Dynamic responses of steel plates under repeated ice impacts [J]. International Journal of Impact Engineering, 2022, 162: 104129. DOI: 10.1016/j.ijimpeng.2021.104129. [52] GAO Y, HU Z Q, RINGSBERG J W, et al. An elastic–plastic ice material model for ship-iceberg collision simulations [J]. Ocean Engineering, 2015, 102: 27–39. DOI: 10.1016/j.oceaneng.2015.04.047. -


下载: