|
|
|
| Dynamic response and energy dissipation characteristics of sand-tire composite cushion under impact loading |
| HUANG Fuyou1, 2, ZHANG Luqing1*, ZHOU Jian3, SUN Qihao4, WANG Song1, 2, HAN Zhenhua1, 2 |
| (1. State Key Laboratory of Deep Petroleum Intelligent Exploration and Development, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China; 2. College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing 100049, China; 3. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China; 4. China Railway Design Corporation, Tianjin 300251, China) |
|
|
|
|
Abstract To address the challenges of excessive thickness and high costs associated with conventional rock shed cushion layers, this study proposes a cost-effective and highly efficient sand-tire composite cushion structure designed to enhance rockfall impact protection. A numerical finite element model of the composite cushion was developed using LS-DYNA and validated through field impact tests. Subsequently, the deformation behavior and energy dissipation mechanisms of the composite cushion under impact loading were systematically investigated, with a particular focus on the influence of the number of tire layers. The results demonstrate that the sand-tire composite cushion exhibits a four-stage dynamic response consisting of compaction, diffusion, enhancement, and rebound. The primary energy dissipation mechanisms include sand compaction and frictional sliding at the sand-tire interfaces, while the tire layers significantly restrict sand deformation and provide additional energy absorption. Increasing the number of tire layers markedly enhances specific energy absorption; notably, the energy absorption per unit displacement for a three-layer tire configuration increases by approximately 50% compared to a pure sand cushion. This study elucidates the efficient energy dissipation mechanisms of the sand-tire composite cushion and proposes a novel cushioning structure that balances economic feasibility with superior performance. These findings provide robust theoretical guidance and practical support for optimized design and engineering applications in rockfall protection.
|
|
|
|
|
|
[1] BAROUTAJI A,SAJJIA M,OLABI A-G. On the crashworthiness performance of thin-walled energy absorbers:Recent advances and future developments[J]. Thin-Walled Structures,2017,118:137–63.
[2] R KUMAR,V S CHAUHAN,M M ALAM,et al. Review of rockfall protection structures[C]// SAJJAD H,SIDDIQUI M A,RAHMAN A,et al. ed. Landslide Risk Assessment and Mitigation in India. Singapore:Springer Nature Singapore,2024:273–280.
[3] SCHEINER S,PICHLER B,HELLMICH C,et al. Loading of soil-covered oil and gas pipelines due to adverse soil settlements—Protection against thermal dilatation-induced wear,involving geosynthetics[J]. Computers and Geotechnics,2006,33(8):371–380.
[4] VOLKWEIN A,SCHELLENBERG K,LABIOUSE V,et al. Rockfall characterisation and structural protection—a review[J]. Natural Hazards and Earth System Sciences,2011,11(9):2 617–2 651.
[5] 何思明,吴 永. 新型耗能减震滚石棚洞作用机制研究[J]. 岩石力学与工程学报,2010,29(5):926–932.(HE Siming,WU Yong. Study on the working mechanism of a new energy-dissipating and shock-absorbing rockfall protection shed[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(5):926–932.(in Chinese))
[6] 黄福有,张路青,周 剑,等. 落石冲击作用下棚洞垫层动力响应的颗粒级配效应耦合数值模拟研究[J]. 岩石力学与工程学报,2023,42(2):413–428.(HUANG Fuyou,ZHANG Luqing,ZHOU Jian,et al. Coupled numerical study on the effect of particle gradation on the dynamic response of rockfall shed cushion under impact loading[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(2):413–428.(in Chinese))
[7] BHATTI A Q. Computational modeling of energy dissipation characteristics of expanded polystyrene(EPS) cushion of reinforce concrete(RC) bridge girder under rockfall impact[J]. International Journal of Civil Engineering,2018,16(11):1 635–1 642.
[8] DELHOMME F,MOMMESSIN M,MOUGIN J P,et al. Damage mechanisms of a reinforced concrete rock-shed slab impacted by blocks[J]. Journal of Structural Engineering,2007,133(10):1 426–1 433.
[9] WU Y,HE S M,LI X P,et al. Dynamic response and optimization of an inclined steel rock shed by the graded energy dissipating method[J]. Journal of Mountain Science,2019,16(1):138–152.
[10] XUE J,CAO C,YAN J,et al. Coupled DEM-FDM analyses of the effects of falling rock?s shape and impact angle on response of granular cushion and rock shed[J]. Journal of Rock Mechanics and Geotechnical Engineering,2024,16(8):3 353–3 364.
[11] 王东坡,周良坤,裴向军,等. 滚石冲击棚洞砂土垫层物理模型试验及数值模拟研究[J]. 振动与冲击,2020,39(18):195–202. (WANG Dongpo,ZHOU Liangkun,PEI Xiangjun,et al. Experimental and numerical study on sand cushion in rockfall protection sheds under rockfall impact[J]. Vibration and Shock,2020,39(18):195–202.(in Chinese))
[12] SHEN W,ZHAO T,DAI F. Influence of particle size on the buffering efficiency of soil cushion layer against rockfall impact[J]. Nat Hazards,2021,108(2):1 469–1 488.
[13] SU Y,CHOI C E. Effects of particle shape on the cushioning mechanics of rock-filled gabions[J]. Acta Geotech,2021,16(4):1 043–1 052.
[14] KAWAHARA S,MURO T. Effects of dry density and thickness of sandy soil on impact response due to rockfall[J]. Journal of Terramechanics,2006,43(3):329–340.
[15] NAITO N,MAEDA K,KONNO H,et al. Rockfall impacts on sand cushions with different soil mechanical characteristics using discrete element method[J]. Soils and Foundations,2020,60(2):384–397.
[16] MEREE H,WANG D,YAN S,et al. Dynamic response of rock sheds to successive rockfall impacts using lightweight expanded clay aggregate (LECA) cushions:An experimental and numerical study[J]. International Journal of Impact Engineering,2024,193:105043.
[17] ZHAO P,XIE L,LI L,et al. Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE[J]. Engineering Structures,2018,175:386–398.
[18] 王 星,任 博,王 庆,等. 落石冲击砂土–EPE–棚洞顶板的精细化动力响应模拟[J]. 北京交通大学学报,2022,46(3):118–127.(WANG Xing,REN Bo,WANG Qing,et al. Refined dynamic response simulation of sand-EPE-rock shed roof with rockfall impact[J]. Journal of Beijing Jiaotong University,2022,46(3):118–127.(in Chinese))
[19] YOON S,PREZZI M,SIDDIKI N Z,et al. Construction of a test embankment using a sand-tire shred mixture as fill material[J]. Waste Management,2006,26(9):1 033–1 044.
[20] GHAZAVI M,KHOSROSHAHI E. Bearing capacity of circular footings on multi-layered sand-waste tire shreds reinforced with geogrids[J]. Journal of Rock Mechanics and Geotechnical Engineering,2024,16(3):1 085–1 094.
[21] MA Y,MA X,LUAN Y,et al. Research on key influencing factors of scrap tire-soil retaining wall[J]. Case Studies in Construction Materials,2023,19:e02277.
[22] ZHANG X,LU Y. FEM analysis of wasted tire chip and sand as construction material for piles[J]. Case Studies in Construction Materials,2023,18:e01735.
[23] YOUWAI S,BERGADO D T. Numerical analysis of reinforced wall using rubber tire chips-sand mixtures as backfill material[J]. Computers and Geotechnics,2004,31(2):103–114.
[24] 王丽艳,吉文炜,陶云翔,等. 直立式废旧轮胎胎面挡土墙(无加筋/加筋)抗震性能试验对比研究[J]. 岩土工程学报,2023,45(2):273–282.(WANG Liyan,JI Wenwei,TAO Yunxiang,et al. Comparative experimental study on seismic performance of vertical waste tire tread retaining walls (with and without reinforcement) [J]. Chinese Journal of Geotechnical Engineering,2023,45(2):273–282. (in Chinese))
[25] 石少卿,汪 敏,尹 平,等. 一种新型废旧轮胎组合拦石结构的试验研究[J]. 防灾减灾工程学报,2011,31(5):501–505.(SHI Shaoqing,WANG Min,YIN Ping,et al. Experimental study on a new type of composite rockfall barrier made from waste tires[J]. Journal of Disaster Prevention and Mitigation Engineering,2011,31(5):501–505.(in Chinese))
[26] 邓力源,石少卿,汪 敏,等. 废旧轮胎在新型柔性拦石墙结构中的应用与数值分析[J]. 后勤工程学院学报,2015,31(1):1–6. (DENG Liyuan,SHI Shaoqing,WANG Min,et al. Application and numerical analysis of waste tires in a new flexible rockfall barrier structure[J]. Journal of Logistical Engineering University,2015,31(1):1–6.(in Chinese))
[27] 罗 祥,石少卿,严庆平. 一种提高泥石流防撞墩抗冲击性能的方法[J]. 地质灾害与环境保护,2011,22(3):89–93.(LUO Xiang,SHI Shaoqing,YAN Qingping. A method for improving the impact resistance of debris flow collision piers[J]. Geological Hazards and Environmental Protection,2011,22(3):89–93.(in Chinese))
[28] NONG X,BAI W,YI S,et al. Vertical response of stress transmission through sand-tire mixture under impact[J]. Buildings,2024,14:3 381.
[29] BUDDHACOSA N,IBRAHIM M,CHARNSETHIKUL C,et al. Impact response and compression-after-impact properties of foam-core sandwich composites incorporating scrap tyre rubber particles[J]. Journal of Sandwich Structures and Materials,2025,27(1):3–31.
[30] XU Y,KARIM M R,FRENEY M,et al. Experimental study on the mechanical performance of tyre encased soil elements for structural wall applications[J]. Case Studies in Construction Materials,2023,18:e01971.
[31] 卢 垚,石少卿,孙建虎,等. 废旧轮胎压缩试验与数值模拟[J]. 后勤工程学院学报,2015,31(2):7–10.(LU Yao,SHI Shaoqing,SUN Jianhu,et al. Compression test and numerical simulation of waste tires[J]. Journal of Logistical Engineering University,2015,31(2):7–10.(in Chinese))
[32] 郑祖美,臧孟炎,曾海洋. 基于离散元与有限元耦合的充气轮胎沙土路面行驶性能仿真方法研究[J]. 兵工学报,2017,38(9):1 822–1 829.(ZHENG Zumei,ZANG Mengyan,ZENG Haiyang. Simulation method for driving performance of inflatable tires on sandy soil based on coupled discrete and finite element methods[J]. Acta Armamentarii,2017,38(9):1 822–1 829. (in Chinese))
[33] FATHI H,EL-SAYEGH Z,REN J,et al. Modeling and validation of a passenger car tire using finite element analysis[J]. Vehicles,2024,6(1):384–402.
[34] ZHONG H,LYU L,YU Z,et al. Study on mechanical behavior of rockfall impacts on a shed slab based on experiment and SPH-FEM coupled method[J]. Structures,2021,33:1 283–1 298.
[35] 王海生,张锦华,陈 力,等. 落石冲击砂垫层的动力响应数值分析[J]. 振动与冲击,2022,41(6):86–96.(WANG Haisheng,ZHANG Jinhua,CHEN Li,et al. Numerical analysis of the dynamic response of sand cushion under rockfall impact[J]. Vibration and Shock,2022,41(6):86–96.(in Chinese))
[36] 孙其然,李芮宇,赵亚运,等. HJC模型模拟钢筋混凝土侵彻实验的参数研究[J]. 工程力学,2016,33(8):248–256.(SUN Qiran,LI Ruiyu,ZHAO Yayun,et al. Parameter study of reinforced concrete penetration experiments using the HJC model[J]. Engineering Mechanics,2016,33(8):248–256.(in Chinese))
[37] 韩 阳. 废旧轮胎与不同材料组合二次缓冲体系对落石冲击防护效果的试验研究[硕士学位论文][D].西安:西安理工大学,2016.(HAN Yang. Experimental study on the protective effect of secondary cushioning systems composed of waste tires and different materials against rockfall impact[M. S. Thesis][D]. Xi?an:Xi?an University of Technology,2016.(in Chinese))
[38] 王学成,宋修广,马 源,等. 轮胎–土复合体结构性能机制的研究[J]. 建筑结构,2016,46(增2):614–617.(WANG Xuecheng,SONG Xiuguang,MA Yuan,et al. Study on the mechanical behavior of tire-soil composite structures[J]. Building Structures,2016,46(Supp.2):614–617.(in Chinese))
[39] XU S,ZHONG R,XIONG M-X,et al. Experimental and numerical study on prefabricated double vertical rectangular steel tube sandwich panel under low-velocity impact[J]. Structures,2025,76:109005. |
| [1] |
TAN Yunzhi1, 2, XIE Jinyong1, CHEN Hongfeng1, 3*, LUO Zengyan1, 2, MING Huajun1, 3, WANG Chong1, 2, WU Jun1, 2. Mechanism of bentonite in regulating the drying-solidification of fluid sludge using phosphogypsum-based powder[J]. , 2026, 45(3): 892-902. |
|
|
|
|