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汽车玻璃冲击破坏现象的离散元/有限元耦合仿真方法研究
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摘要
汽车玻璃是汽车的重要部件之一,也是汽车安全系统的重要组成部分,直接关系到司乘人员及行人的生命财产安全。因此,汽车玻璃冲击破坏性能研究在汽车被动安全、行人保护和交通事故再现等方面有着十分重要的意义和价值。
     目前,学者主要使用试验法、有限元法和离散元法对汽车玻璃冲击破坏问题进行研究。然而,使用试验法及单纯离散元法或有限元法来研究该问题存在一些不足和困难。因此,本文对离散元/有限元耦合方法及相关问题进行系统研究,以更好地研究汽车玻璃的冲击破坏问题。
     首先,本文在离散元/有限元节点耦合方法的基础上提出了离散元/有限元面心耦合算法、离散元/有限元任意耦合算法,使得有限单元尺寸摆脱了离散单元尺寸及排列方式的限制,实现了玻璃板内部的分区域耦合计算,并通过两个算例验证了任意耦合算法的有效性和精确性。此外,为了实现上述耦合算法,根据能量等效原理,提出了正方体排列的连接型离散元模型。
     然后,根据有限元中常用的点-面接触算法(Node To Surface Contact Algorithm),将球形离散单元视为点-面算法中的从节点,有限单元表面视为主面,提出了离散元/有限元接触算法。该算法主要包括全局搜索、局部搜索和离散元/有限元间作用力计算三个部分。此后,通过数值算例在弹性范围内验证了该算法的有效性和精确性。
     最后,为了模拟夹层玻璃的冲击破坏过程,根据有限元中常用内聚力模型的基本概念,提出了适用于球形离散单元的破坏模型。该模型将离散单元间的作用分为连接型、内聚型和接触型三类。当两离散单元满足破坏准则时,它们之间的作用由连接型变为内聚型,内聚力由离散单元间的分开量求出。文中模拟了夹层玻璃梁的冲击破坏过程,并将模拟结果与相关文献中的试验结果进行比较,发现二者破坏形式相近,初步说明了该破坏模型在夹层玻璃冲击破坏分析上的有效性。
     以上方法均是在自主开发的计算程序CDFP基础上编程实现。
The laminated glass is an import part to automobile and important component of vehiclesafety system. It is directly related to the safety of the life and property of drivers, passengersand pedestrians. So, the study on impact fracture property of automobile laminated glass is oftheoretical and practical importance in the field of passive safety, pedestrian protection andtraffic accident reconstruction.
     At present, scholars study the impact fracture problems of the automobile glass by usingexperiment, finite element method and discrete element method. However, traditionalnumerical methods such as finite element method (FEM) and/or discrete element method(DEM), as well as experimental study are encountered sticky problems. Therefore, in thisdissertation the combined discrete/finite element methods and corresponding problems arestudied systematically to better research the impact fracture problems of automobilelaminated glass.
     Firstly, the centrally combined and freely combined discrete/finite element algorithmsare developed based on the method combining the DE and the corresponding node of FE. Thefreely combined method makes the meshes of the FEs break the constraint of the sizes andarrangement of the DEs. The glass layer of laminated glass can be decomposed into DE andFE calculating domain by employing the two combined method. The validity and accuracy ofthe freely combined method is tested by using two examples. Moreover, in order to achievethe combined methods, the cubic arranged DE model is presented by using principle ofenergy equivalence.
     After that, a contact algorithm in the context of the combined discrete/finite element(DE/FE) method is proposed. The algorithm, which is based on the node-to-surface methodused in finite element method, treats each spherical discrete element as a slave node and thesurfaces of the finite element domain as the master surfaces. The contact algorithm consists ofglobal search stage, local search state and the contact force calculating stage. The validity andaccuracy of the algorithm is tested by employing examples.
     Finally, in order to simulate the fracture process of laminated glass a fracture model suitable to3D spherical discrete element method (DEM) is proposed based on the concept ofthe cohesive model commonly used in finite element method (FEM). In this fracture model,there are three types of interaction between discrete elements, namely connection, cohesionand contact. When fraction criterion is met, the type of interaction between the correspondingdiscrete elements translates from connection to cohesion. The cohesive traction is obtainedfrom the opening displacement of the corresponding elements according to the cohesivemodel. The model is applied to simulate the fracture process of automobile laminated glassbeam subjected to impact. By comparing the results with those obtained by experiment ofcorresponding paper, it is found that the fracture modes agree with each other very well. Itshows that the fracture model and simulation method can be used to investigate the fracture ofautomobile laminated glass.
     The algorithms discussed above are implemented into the in-house developed code,named CDFP.
引文
[1]刘道春.安全玻璃让汽车远离风险一路畅通驱动未来[J].现代技术陶瓷,2012,02):35-42
    [2]徐大伟,邓亚东,周荣.欧日行人保护碰撞测试技术法规的比较研究[J].北京汽车,2007,05):30-33+42
    [3]公安部交通管理局.中华人民共和国道路交通事故统计年报(2010年度)[M].北京:公安部交通管理局,2011
    [4] Xu J, Li Y. Crack analysis in PVB laminated windshield impacted by pedestrian head intraffic accident [J]. International Journal of Crashworthiness,2009,14(1):63-71
    [5] Allsop D L, Perl D R, Warner C Y. Force/Deflection and Fracture Characteristics of theTemporo-parietal Region of the Human Head [J].1991, SAE Technical Paper950047
    [6] Xu J, Li Y, Lu G, et al. Reconstruction model of vehicle impact speed in pedestrian–vehicle accident [J]. International Journal of Impact Engineering,2009,36(6):783-788
    [7]许骏,李一兵.人车碰撞事故再现技术综述[J].汽车工程,2009,11):1029-1033
    [8]许骏,李一兵.基于风挡玻璃凹陷量的人车事故车速计算模型[J].机械工程学报,2009,07):210-215
    [9] Browne A.2-Ply Windshields: Laboratory Impactor Tests of the PolyvinylButyral/Polyester Construction [J].1995, SAE Technical Paper950047
    [10]雷周. FEM与DEM耦合方法研究及在汽车玻璃冲击破坏问题中的应用[D];华南理工大学,2011
    [11] Brendler S, Haufe A, Ummenhofer T. A Detailed Numerical Investigation of InsulatedGlass subjected to the Standard Pendulum Test [M]. LS-DYNA Anwenderforum. Bamberg,Germany; DYNAmore GmbH.2004:7
    [12]余洁冰.离散元与有限元面内耦合算法的研究及应用[D];华南理工大学,2011
    [13]Ji F S, Dharani L R, Behr R A. Damage probability in laminated glass subjected to lowvelocity small missile impacts [J]. Journal of Materials Science,1998,33(19):4775-4782
    [14]Dharani L, Ji F, Behr R, et al. Breakage Prediction of Laminated Glass Using the“Sacrificial Ply” Design Concept [J]. Journal of Architectural Engineering,2004,10(4):126-135
    [15]Zhao S, Dharani L R, Chai L, et al. Dynamic response of laminated automotive glazingimpacted by spherical featureless headform [J]. International Journal of Crashworthiness,2006,11(2):105-114
    [16]Foraboschi P. Behavior and Failure Strength of Laminated Glass Beams [J]. Journal ofEngineering Mechanics,2007,133(12):1290-1301
    [17]A k M Z, Tezcan S. Amathematical model for the behavior of laminated glass beams [J].Computers&Structures,2005,83(21–22):1742-1753
    [18]Zülfü A k M. Laminated glass plates: revealing of nonlinear behavior [J]. Computers&Structures,2003,81(28–29):2659-2671
    [19]Vallabhan C, Minor J, Nagalla S. Stresses in Layered Glass Units and Monolithic GlassPlates [J]. Journal of Structural Engineering,1987,113(1):36-43
    [20]Vallabhan C. Iterative Analysis of Nonlinear Glass Plates [J]. Journal of StructuralEngineering,1983,109(2):489-502
    [21]Norville H, King K, Swofford J. Behavior and Strength of Laminated Glass [J]. Journalof Engineering Mechanics,1998,124(1):46-53
    [22]Flocker F W, Dharani L R. Modelling fracture in laminated architectural glass subject tolow velocity impact [J]. Journal of Materials Science,1997,32(10):2587-2594
    [23]Dharani L R, Ji F. Dynamic analysis of normal impact of occupant head on laminatedglass [J].1998, SAE paper980862
    [24]Dharani L, Mettu S, Zhao S, et al. Modeling fracture in laminated automotive glazingimpacted by spherical featureless headform [J]. SAE transactions,2003, SAE Technical Paper2003-2001-1225
    [25]Zhao S, Dharani L R, Chai L, et al. Analysis of damage in laminated automotive glazingsubjected to simulated head impact [J]. Engineering Failure Analysis,2006,13(4):582-597
    [26]Sun X, Khaleel M A. Modeling of Glass Fracture Damage Using Continuum DamageMechanics-Static Spherical Indentation [J]. International Journal of Damage Mechanics,2004,13(3):263-285
    [27]Sun X, Khaleel M A. Effects of different design parameters on the stone-impactresistance of automotive windshields [J]. Proceedings of the Institution of MechanicalEngineers, Part D: Journal of Automobile Engineering,2005,219(9):1059-1067
    [28]Ismail J, Za ri F, Na t-Abdelaziz M, et al. Computational modelling of staticindentation-induced damage in glass [J]. Computational Materials Science,2008,42(3):407-415
    [29]Yu J Q. Fracture mechanics of glass panels subjected to low velocity missile impact [D];University of Missouri-Rolla,2002
    [30]Xu J, Li Y, Chen X, et al. Characteristics of windshield cracking upon low-speed impact:Numerical simulation based on the extended finite element method [J]. ComputationalMaterials Science,2010,48(3):582-588
    [31]Du Bois P A, Kolling S, Fassnacht W. Modelling of safety glass for crash simulation [J].Computational Materials Science,2003,28(3–4):675-683
    [32]臧孟炎,雷周,尾田十八.汽车玻璃的静力学特性和冲击破坏现象[J].机械工程学报,2009,02):268-272
    [33]Timmel M, Kolling S, Osterrieder P, et al. A finite element model for impact simulationwith laminated glass [J]. International Journal of Impact Engineering,2007,34(8):1465-1478
    [34]Larcher M, Solomos G, Casadei F, et al. Experimental and numerical investigations oflaminated glass subjected to blast loading [J]. International Journal of Impact Engineering,2012,39(1):42-50
    [35]刘奇,刘军勇,苗强, et al.行人头部冲击载荷下风挡玻璃的模拟和试验验证[J].汽车安全与节能学报,2011,02):128-133
    [36]王宇.界面粘结强度对挡风玻璃碰撞吸能性的影响[D];大连理工大学,2012
    [37]许骏,李一兵,葛东云, et al.汽车聚乙烯醇缩丁醛夹层风挡玻璃冲击响应研究综述[J].机械工程学报,2011,18):93-100
    [38]Xu J, Li Y-B. Study of damage in windshield glazing subject to impact by a pedestrian'shead [J]. Proceedings of the Institution of Mechanical Engineers, Part D: Journal ofAutomobile Engineering,2009,223(1):77-84
    [39]Zhang X, Hao H, Ma G. Laboratory test and numerical simulation of laminated glasswindow vulnerability to debris impact [J]. International Journal of Impact Engineering,2013,55(0):49-62
    [40]许伟.车辆碰撞事故中头部生物力学响应和损伤机理分析[D];湖南大学,2008
    [41]许伟,孙浩,万鑫铭.行人头型撞击前风挡玻璃区域的损伤风险分析[J].汽车技术,2010,01):5-8
    [42]Yong P, Deck C, Jikuang Y, et al. Modeling and Validation of Windscreen LaminatedGlass Behavior during Fracture; proceedings of the Digital Manufacturing and Automation(ICDMA),2012Third International Conference on, F July312012-Aug.22012,2012[C].
    [43]Yao J, Yang J, Otte D. Investigation of head injuries by reconstructions of real-worldvehicle-versus-adult-pedestrian accidents [J]. Safety Science,2008,46(7):1103-1114
    [44]Pyttel T, Liebertz H, Cai J. Failure criterion for laminated glass under impact loading andits application in finite element simulation [J]. International Journal of Impact Engineering,2011,38(4):252-263
    [45]成名,刘维甫,刘凯欣.高速冲击问题的离散元法数值模拟[J].计算力学学报,2009,04):591-594
    [46]Liu K X, Gao L T. The application of discrete element method in solvingthree-dimentional impact dynamics problems [J]. Acta Mechanica Solida Sinica,2003,16(3):256-261
    [47]臧孟炎,陈顺华.基于非固有内聚单元模型的夹层玻璃冲击破坏现象仿真研究;proceedings of the2012颗粒材料计算力学会议,中国湖南张家界, F,2012[C].
    [48]Zang M Y, Chen H, Lei Z. Simulation on High Velocity Impact Process of Windshield bySPH/FEM Coupling Method; proceedings of the Information Engineering (ICIE),2010WASE International Conference on, F14-15Aug.2010,2010[C].
    [49]Oda J, Zang M Y. Analysis of impact fracture behavior of laminated glass of bi-layer typeusing discrete element method [M]//TONG P, ZHANG T Y, KIM J K. Fracture and Strengthof Solids, Pts1and2: Pt1: Fracture Mechanics of Materials; Pt2: Behavior of Materials andStructure.1998:349-354
    [50]J. O, Y. Z M, T. M, et al. Simulation of dynamic fracture behavior of laminated glass byusing discrete element method; proceedings of the Trans8th Calculation Dynamics SympJSME, F,1995[C].
    [51]Zang M Y, Lei Z, Wang S F. Investigation of impact fracture behavior of automobilelaminated glass by3D discrete element method [J]. Comput Mech,2007,41(1):73-83
    [52]徐泳,孙其诚,张凌, et al.颗粒离散元法研究进展[J].力学进展,2003,02):251-260
    [53]刘凯欣,高凌天.离散元法研究的评述[J].力学进展,2003,04):483-490
    [54]Dowding C H, Belytschko T B, Yen H J. A coupled finite element–rigid block method fortransient analysis of rock caverns [J]. International Journal for Numerical and AnalyticalMethods in Geomechanics,1983,7(1):117-127
    [55]Pan X D, Reed M B. A coupled distinct element finite element method for largedeformation analysis of rock masses [J]. International Journal of Rock Mechanics and MiningScience and Geomechanics Abstract,1991,28(1):93-99
    [56]Munjiza A, Owen D R J, Bicanic N. A combined finite-discrete element method intransient dynamics of fracturing solids [J]. Engineering Computations (Swansea, Wales),1995,12(2):145-174
    [57]Owen D R J, Feng Y T, Cottrell M G, et al. COMPUTATIONAL ISSUES IN THESIMULATION OF BLAST AND IMPACT PROBLEMS: AN INDUSTRIAL PERSPECTIVE
    [M]//IBRAHIMBEGOVIC A, KOZAR I. Extreme Man-Made and Natural Hazards inDynamics of Structures. Springer Netherlands.2007:3-35
    [58]Moharnmadi S, Owen D R J, Peric D. A combined finite/discrete element algorithm fordelamination analysis of composites [J]. Finite Elements in Analysis and Design,1998,28(4):321-336
    [59]Karami A, Stead D. Asperity Degradation and Damage in the Direct Shear Test: A HybridFEM/DEM Approach [J]. Rock Mech Rock Eng,2008,41(2):229-266
    [60]Lewis R W, Gethin D T, Yang X S, et al. A combined finite-discrete element method forsimulating pharmaceutical powder tableting [J]. International Journal for Numerical Methodsin Engineering,2005,62(7):853-869
    [61]Gethin D T, Yang X S, Lewis R W. A two dimensional combined discrete and finiteelement scheme for simulating the flow and compaction of systems comprising irregularparticulates [J]. Computer Methods in Applied Mechanics and Engineering,2006,195(41–43):5552-5565
    [62]Frenning G. An efficient finite/discrete element procedure for simulating compression of3D particle assemblies [J]. Computer Methods in Applied Mechanics and Engineering,2008,197(49–50):4266-4272
    [63]Komodromos P I, Williams J R. Dynamic simulation of multiple deformable bodies usingcombined discrete and finite element methods [J]. Eng Comput,2004,21(2-4):431-448
    [64]Komodromos P. A simplified updated Lagrangian approach for combining discrete andfinite element methods [J]. Comput Mech,2005,35(4):305-313
    [65]Xiao S P, Belytschko T. A bridging domain method for coupling continua with moleculardynamics [J]. Computer Methods in Applied Mechanics and Engineering,2004,193(17–20):1645-1669
    [66]Rojek J. Multiscale analysis using a coupled discrete/finite element model [J]. Interactionand Multiscale Mechanics,2007,1(1):1-31
    [67]Rousseau J, Frangin E, Marin P, et al. Multidomain finite and discrete elements methodfor impact analysis of a concrete structure [J]. Engineering Structures,2009,31(11):2735-2743
    [68]Frangin E, Marin P, Daudeville L. Coupled finite/Discrete Elements method to analyzelocalized impact on reinforced concrete structure; proceedings of the EURO-C2006Conference, March27,2006-March30,2006, Mayrhofen, Tyrol, Austria, F,2006[C]. Taylor&Francis-Balkema,
    [69]Frangin E, Marin P, Daudeville L. On the use of combined finite/discrete element methodfor impacted concrete structures; proceedings of the8th International Conference onMechanical and Physical Behaviour of Materials under Dyanmic Loading, September11,2006-September15,2006, Dijon, France, F,2006[C]. EDP Sciences,
    [70]胥建龙,唐志平.离散元与有限元结合的多尺度方法及其应用[J].计算物理,2003,06):477-482
    [71]唐志平,胥建龙.离散元与壳体有限元结合的多尺度方法及其应用; proceedings ofthe第三届全国计算爆炸力学会议,中国山东青岛, F,2006[C].
    [72]唐志平,胥建龙.离散元与壳体有限元结合的多尺度方法及其应用[J].计算力学学报,2007,05):591-596
    [73]张锐,唐志平.三维离散元与壳体有限元耦合的时空多尺度方法[J].工程力学,2010,04):44-50
    [74]傅华,刘仓理,王文强, et al.冲击动力学中离散元与有限元相结合的计算方法研究[J].高压物理学报,2006,04):379-385
    [75]Nakashima H, Oida A. Algorithm and implementation of soil–tire contact analysis codebased on dynamic FE–DE method [J]. Journal of Terramechanics,2004,41(2–3):127-137
    [76]Nakashima H, Takatsu Y, Shinone H, et al. FE-DEM Analysis of the Effect of TreadPattern on the Tractive Performance of Tires Operating on Sand [J]. Journal of MechanicalSystems for Transportation and Logistics,2009,2(1):55-65
    [77]Rojek J, Zarate F, de Saracibar C A, et al. Discrete element modelling and simulation ofsand mould manufacture for the lost foam process [J]. International Journal for NumericalMethods in Engineering,2005,62(11):1421-1441
    [78]O ate E, Rojek J. Combination of discrete element and finite element methods fordynamic analysis of geomechanics problems [J]. Computer Methods in Applied Mechanicsand Engineering,2004,193(27–29):3087-3128
    [79]Stransk J, Jirasek M. OPEN SOURCE FEM-DEM COUPLING; proceedings of the18thInternational Conference ENGINEERING MECHANICS2012, F,2010[C].
    [80]Azevedo N M, Lemos J V. Hybrid discrete element/finite element method for fractureanalysis [J]. Computer Methods in Applied Mechanics and Engineering,2006,195(33–36):4579-4593
    [81]Fakhimi A. A hybrid discrete–finite element model for numerical simulation ofgeomaterials [J]. Computers and Geotechnics,2009,36(3):386-395
    [82]Lei Z, Zang M. An approach to combining3D discrete and finite element methods basedon penalty function method [J]. Comput Mech,2010,46(4):609-619
    [83]陈虎.基于FEM/DEM的头部撞击挡风玻璃的仿真方法研究[D];华南理工大学,2011
    [84]王勖成.有限单元法[M].北京:清华大学出版社,2003
    [85]张雄,王天舒.计算动力学[M].北京:清华大学出版社,2007
    [86]宋天霞,邹时智,杨文兵.非线性结构有限元计算[M].武汉:华中理工大学出版社,1996
    [87]de Souza Neto E A, Peric D, Owen D R J. Computational Methods for Plasticity: Theoryand Applications [M]. Wiley,2011
    [88]黄克智,薛明德,陆明万.张量分析(第二版)[M].北京:清华大学出版社,2005
    [89]张允真,曹富新.弹性力学及其有限元法[M].中国铁道出版社,1983
    [90]Quek S S, Liu G R. Finite Element Method: A Practical Course: A Practical Course [M].Elsevier Science,2003
    [91]巴特,威尔逊.有限元分析中的数值方法[M].科学出版社,1991
    [92]巴斯K J.工程分析中的有限元法[M].机械工业出版社,1991
    [93]彼莱奇科,廖荣锦,默然.连续体和结构的非线性有限元[M].北京:清华大学出版社有限公司,2002
    [94]Hallquist J O. LS-DYNA Theory Manual [M]. California: Livermore SoftwareTechnology Corporation,2006
    [95]库克R D.有限元分析的概念和应用[M].北京:科学出版社,1989
    [96]Cundall P A. A computer model for simulating progressive, large-scale movements inblocky rock systems; proceedings of the Proc Symp Int Rock Mech, F,1971[C].
    [97]王泳嘉,邢纪波.离散单元法同拉格朗日元法及其在岩土力学中的应用[J].岩土力学,1995,02):1-14
    [98]Cundall P A. US Army, European Research Office, London,1980
    [99]Cundall P A. Itasca Consulting Group Misc. US Army Corps of Engineers,1985
    [100] Oda M, Iwashita K, Kakiuchi T. Importance of particle rotation in the mechanics ofgranular materials; proceedings of the Powders and grains, F1997,1997[C].
    [101] Rothenburg L, Bathurst R J. Numerical simulation of idealized granular assemblieswith plane elliptical particles [J]. Computers and Geotechnics,1991,11(4):315-329
    [102] Ting J M, Meachum L, Rowell J D. Effect of particle shape on the strength anddeformation mechanisms of ellipse-shaped granular assemblages [J]. Eng Comput,1995,12(2):99-108
    [103] Ting J M, Khwaja M, Meachum L R, et al. An ellipse-based discrete element modelfor granular materials [J]. International Journal for Numerical and Analytical Methods inGeomechanics,1993,17(9):603-623
    [104] Lin X, Ng T-T. A three-dimensional discrete element model using arrays of ellipsoids[J]. Géotechnique,1997,47(2):319-329
    [105] Vu-Quoc L, Zhang X, Walton O R. A3-D discrete-element method for dry granularflows of ellipsoidal particles [J]. Computer Methods in Applied Mechanics and Engineering,2000,187(3–4):483-528
    [106]陈伟,李世海.允许变形及断裂的三维离散元计算方法[J].岩石力学与工程学报,2004,04):545-549
    [107]李世海,汪远年.三维离散元计算参数选取方法研究[J].岩石力学与工程学报,2004,21):3642-3651
    [108]汪远年,李世海.断续节理岩体随机模型三维离散元数值模拟[J].岩石力学与工程学报,2004,21):3652-3658
    [109]田振农,李世海.三维离散元不同尺度结构面计算方法及其在岩土爆破中的应用[J].岩石力学与工程学报,2007, S1):3009-3016
    [110] Meguro K, Hakuno M. Fracture analyses of concrete structures by the modifieddistinct element method [J]. Doboku Gakkai Rombun-Hokokushu/Proceedings of the JapanSociety of Civil Engineers,1989,410pt1-12):113-124
    [111] Williams M S. Modeling of local impact effects on plain and reinforced concrete [J].ACI Structural Journal,1994,91(2):178-187
    [112] POTAPOV A V, HOPKINS M A, CAMPBELL C S. A TWO-DIMENSIONALDYNAMIC SIMULATION OF SOLID FRACTURE PART I: DESCRIPTION OF THEMODEL [J]. International Journal of Modern Physics C,1995,06(03):371-398
    [113] Riera J D, Iturrioz I. Discrete elements model for evaluating impact and impulsiveresponse of reinforced concrete plates and shells subjected to impulsive loading [J]. NuclearEngineering and Design,1998,179(2):135-144
    [114] Li Q M, Reid S R, Wen H M, et al. Local impact effects of hard missiles on concretetargets [J]. International Journal of Impact Engineering,2005,32(1–4):224-284
    [115] Shiu W, DonzéF V, Daudeville L. Penetration prediction of missiles with differentnose shapes by the discrete element numerical approach [J]. Computers&Structures,2008,86(21–22):2079-2086
    [116] Shiu W, Donze F-V, Daudeville L. Compaction process in concrete during missileimpact: a DEM analysis [J]. Computers and Concrete,2008,5(4):329-342
    [117] Shiu W, Donze F V, Daudeville L. Discrete element modelling of missile impacts ona reinforced concrete target [J]. International Journal of Computer Applications in Technology,2009,34(1):33-41
    [118] Sawamoto Y, Tsubota H, Kasai Y, et al. Analytical studies on local damage toreinforced concrete structures under impact loading by discrete element method [J]. NuclearEngineering and Design,1998,179(2):157-177
    [119] Griffiths D V, Mustoe G G W. Modelling of elastic continua using a grillage ofstructural elements based on discrete element concepts [J]. International Journal forNumerical Methods in Engineering,2001,50(7):1759-1775
    [120] Liu K, Gao L, Tanimura S. Application of discrete element method in impactproblems [J]. JSME International Journal, Series A: Solid Mechanics and MaterialEngineering,2004,47(2):138-145
    [121] Liu K, Liu W. Application of Discrete Element Method for Continuum DynamicProblems [J]. Arch Appl Mech,2006,76(3-4):229-243
    [122] Cheng M, Liu W, Liu K. New discrete element models for elastoplastic problems [J].Acta Mech Sinica,2009,25(5):629-637
    [123] Greenwood D T. Advanced Dynamics [M]. Cambridge University Press,2006
    [124] O'Sullivan C, Bray J D. Selecting a suitable time step for discrete elementsimulations that use the central difference time integration scheme [J]. Eng Comput,2004,21(2-4):278-303
    [125]唐志平.三维离散元方法及其在冲击力学中的应用[J].中国科学E辑:技术科学,2003,11):989-998
    [126] Herrmann H J, Luding S. Modeling granular media on the computer [J]. ContinuumMech Thermodyn,1998,10(4):189-231
    [127] Zhu H P, Zhou Z Y, Yang R Y, et al. Discrete particle simulation of particulatesystems: A review of major applications and findings [J]. Chemical Engineering Science,2008,63(23):5728-5770
    [128] Zhu H P, Zhou Z Y, Yang R Y, et al. Discrete particle simulation of particulatesystems: Theoretical developments [J]. Chemical Engineering Science,2007,62(13):3378-3396
    [129]雷周.三维离散元法的研究及其在汽车玻璃冲击破坏问题中的应用[D];湖南大学,2007
    [130] Balevi ius R, D iugys A, Ka ianauskas R. Discrete element method and itsapplication to the analysis of penetration into granular media [J]. Journal of Civil Engineeringand Management,2004,10(1):3-14
    [131]陆明万,罗学富.弹性理论基础(第2版)下册[M].清华大学出版社,2001
    [132] D iugys A, Peters B. An approach to simulate the motion of spherical andnon-spherical fuel particles in combustion chambers [J]. Gran Matt,2001,3(4):231-266
    [133] Kohring G A. Dynamical simulations of granular flows on multi-processorcomputers [M]. Computational methods in applied sciences '96. John Wiley&Sons Ltd.1996:190-196
    [134] Munjiza A, Andrews K R F. NBS contact detection algorithm for bodies of similarsize [J]. International Journal for Numerical Methods in Engineering,1998,43(1):131-149
    [135] Williams J R, Perkins E, Cook B. A contact algorithm for partitioning N arbitrarysized objects [J]. Eng Comput,2004,21(2-4):235-248
    [136] Bonet J, Peraire J. An alternating digital tree (ADT) algorithm for3D geometricsearching and intersection problems [J]. International Journal for Numerical Methods inEngineering,1991,31(1):1-17
    [137] Feng Y T, Owen D R J. An augmented spatial digital tree algorithm for contactdetection in computational mechanics [J]. International Journal for Numerical Methods inEngineering,2002,55(2):159-176
    [138] Han K, Feng Y T, Owen D R J. Performance comparisons of tree-based andcell-based contact detection algorithms [J]. Eng Comput,2007,24(1-2):165-181
    [139]胡海昌.弹性力学的变分原理及其应用[M].北京:科学出版社,1982
    [140] Huněk I. On a penalty formulation for contact-impact problems [J]. Computers&Structures,1993,48(2):193-203
    [141] Benson D J, Hallquist J O. A single surface contact algorithm for the post-bucklinganalysis of shell structures [J]. Computer Methods in Applied Mechanics and Engineering,1990,78(2):141-163
    [142] Hallquist J O, Goudreau G L, Benson D J. Sliding interfaces with contact-impact inlarge-scale Lagrangian computations [J]. Computer Methods in Applied Mechanics andEngineering,1985,51(1–3):107-137
    [143] Oldenburg M, Nilsson L. The position code algorithm for contact searching [J].International Journal for Numerical Methods in Engineering,1994,37(3):359-386
    [144] Zang M, Gao W, Lei Z. A contact algorithm for3D discrete and finite elementcontact problems based on penalty function method [J]. Comput Mech,2011,48(5):541-550
    [145] Zhong Z-H, Nilsson L. A contact searching algorithm for general contact problems[J]. Computers&Structures,1989,33(1):197-209
    [146] Zhi-Hua z, Nilsson L. A contact searching algorithm for general3-D contact-impactproblems [J]. Computers&Structures,1990,34(2):327-335
    [147] Zhong Z H. Finite Element Procedures for Contact-Impact Problems [M]. OxfordUniversity Press,1993
    [148] Belytschko T, Neal M O. Contact-impact by the pinball algorithm with penalty andLagrangian methods [J]. International Journal for Numerical Methods in Engineering,1991,31(3):547-572
    [149] Chaudhary A B, Bathe K-J. A solution method for static and dynamic analysis ofthree-dimensional contact problems with friction [J]. Computers&Structures,1986,24(6):855-873
    [150] Han K, Peric D, Crook A J L, et al. A combined finite/discrete element simulation ofshot peening processes-Part I: studies on2D interaction laws [J]. Eng Comput,2000,17(5):593-619
    [151] Hu N. A solution method for dynamic contact problems [J]. Computers&Structures,1997,63(6):1053-1063
    [152]臧孟炎,赵春来.基于DEM/FEM的越野车辆松软路面行驶性能仿真的初步研究; proceedings of the2012中国汽车工程学会越野车技术分会,中国湖北武汉, F,2012
    [C].
    [153] Ravi-Chandar K, Yang B. On the role of microcracks in the dynamic fracture ofbrittle materials [J]. Journal of the Mechanics and Physics of Solids,1997,45(4):535-563
    [154] Camacho G T, Ortiz M. Computational modelling of impact damage in brittlematerials [J]. International Journal of Solids and Structures,1996,33(20–22):2899-2938
    [155] de-Andrés A, Pérez J L, Ortiz M. Elastoplastic finite element analysis ofthree-dimensional fatigue crack growth in aluminum shafts subjected to axial loading [J].International Journal of Solids and Structures,1999,36(15):2231-2258
    [156] Xu X P, Needleman A. Numerical simulations of fast crack growth in brittle solids [J].Journal of the Mechanics and Physics of Solids,1994,42(9):1397-1434
    [157] Zavattieri P D, Espinosa H D. Grain level analysis of crack initiation and propagationin brittle materials [J]. Acta Materialia,2001,49(20):4291-4311
    [158] Geubelle P H, Baylor J S. Impact-induced delamination of composites: a2Dsimulation [J]. Composites Part B: Engineering,1998,29(5):589-602
    [159] Pandolfi A, Ortiz M. An Efficient Adaptive Procedure for Three-DimensionalFragmentation Simulations [J]. Eng Comput,2002,18(2):148-159
    [160] Zhang Z, Paulino G H, Celes W. Extrinsic cohesive modelling of dynamic fractureand microbranching instability in brittle materials [J]. International Journal for NumericalMethods in Engineering,2007,72(8):893-923
    [161] Falk M L, Needleman A, Rice J R. A critical evaluation of cohesive zone models ofdynamic fracture [J]. Journal De Physique Iv,2001,11(PR5):43-50
    [162] Kubair D V, Geubelle P H. Comparative analysis of extrinsic and intrinsic cohesivemodels of dynamic fracture [J]. International Journal of Solids and Structures,2003,40(15):3853-3868
    [163] Ortiz M, Pandolfi A. Finite-deformation irreversible cohesive elements forthree-dimensional crack-propagation analysis [J]. International Journal for NumericalMethods in Engineering,1999,44(9):1267-1282
    [164] Papoulia K D, Sam C-H, Vavasis S A. Time continuity in cohesive finite elementmodeling [J]. International Journal for Numerical Methods in Engineering,2003,58(5):679-701

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