亚洲免费av电影一区二区三区,日韩爱爱视频,51精品视频一区二区三区,91视频爱爱,日韩欧美在线播放视频,中文字幕少妇AV,亚洲电影中文字幕,久久久久亚洲av成人网址,久久综合视频网站,国产在线不卡免费播放

        ?

        Numerical simulation of projectiles with different structures penetrating multi-storey concrete target board

        2014-09-07 07:45:42JINShuyunZHUQianqianNINGQianhui

        JIN Shu-yun,ZHU Qian-qian,NING Qian-hui

        (Science and Technology on Electronic Test & Measurement Laboratory,North University of China,Taiyuan 030051,China)

        The deformation,broken and rupture of materials make the analysis of penetration process complicated,especially for the projectile penetration in the field of solid dynamics with high impact.At present,the analysis of penetration process is mainly made by domestic scholars according to a large number of penetration tests.Although some achievements are obtained,it is still not enough.In addition,the cost of prototype test is very high but poor repeatability.Therefore numerical simulation can be used for study of penetration process to sum up some rules to supplement the experimental research[1-4].Nowadays the research report about numerical simulation of projectile structure refinement is still rare.

        This paper uses ANSYS/LS-DYNA,a finite element analysis software,to establish two kinds of projectile body structures for numerical simulation experiment and obtains the corresponding acceleration curves.The test plan is designed to obtain the measured acceleration curve.By comparing the simulating curves and measured curve,the effect of projectile structure on the acceleration curve is emphatically defined and studied.

        1 Finite element model

        1.1 Structural design of projectile body

        Traditional projectile structure is generally designed to have oval head and the whole body is simplified to one material (see Fig.1(a)).Taking projectile body acceleration curve as the penetration research object,this paper refines projectile structure,and puts it in crash pad and testing module which is the simplification of sensor and record module.To be convenient for calculation,the crash pad is surrounded around the test module (Fig.1(b)).The two kinds of projectile structures are shown in Fig.1.

        Fig.1 Projectile with different structures

        1.2 Basic assumptions of calculation

        A coordinate system is established.It uses 3D entity unit solid164 for meshing through Lagrange algorithms,which makes the grid cell adhere to the materials and generates deformation of the unit along with flow of materials.

        When geometric models of projectile and structure of concrete target board are established,the projectile and the target board have the following assumptions in the process of simulation:

        1) Projectile and target board are considered to be uniform and continuous.The projectile is taken as a rigid body,and the concrete target board is regarded as infinite domain which has no initial stress and boundary effect.

        2) Projectile vertically penetrates concrete target board,which means the angle of penetration is zero and gravity is disregarded.

        3) The penetration process is adiabatic regardless of the air resistance and the impact from projectile vibration.

        2 Simulation

        2.1 Material model and parameters

        In numerical simulations,the influence of the choice of material model on simulation results is important.The projectile and test modules in this paper both choose the common nonlinear plasticity model PLASTIC_KINEMATIC[5].In this model,the parameters are simple and easy to be determined.Its failure law is relatively flexible,so it can suit for a variety of engineering metal materials.The model parameters depend on the Cowper-Symonds expressions

        (1)

        (2)

        whereEis Young's modulus,andEtis the stope of the bilinear stress strain.

        The material of projectile selects 45# steel and the parameters are shown in Table 1.

        Table 1 Material parameters of steel

        The concrete target board adopts Johnson-Holmquist-Concrete (J-H-C) damage accumulation model considering high pressure,high strain and large deformation.The material model,J-H-C[6],is constitutive equation of concrete damage with compression.Because this model only considers the destruction of the material in the case of compression,concrete unit will produce distortion but not failure,which seriously does not accord with the actual phenomenon.Only by adding MAT_ADD_EROSION[7]material model,setting the tensile strength and adding tensile failure criteria,the concrete target board will produce hole and avalanche phenomena due to the formation of micro crack’s extension and cut-through to be consistent with actual results.

        The material of concrete target board and the parameters are shown in Table 2.

        Table 2 Material parameters of concrete

        MAT_MOONEY-RIVLIN_RUBBER[8]is chosen as the rubber model of crash pad.The material parameters are shown in Table 3.

        Table 3 Material parameters of rubber

        2.2 Simulation

        The size of simulation model is as follows: the projectile isΦ10 cm×50.5 cm (diameter×length).The target plate has 8 storeys.Among them,the size of the first level storey is 100 cm×100 cm×15 cm (length×width×thickness),and the others are all 100 cm×100 cm×8 cm (length×width×thickness).The distance between each storey is 120 cm and their initial velocities of penetration are all 0.691 cm/μs.

        The measurement unit system cm-g-μs is used.In order to reduce the amount of calculation,with the symmetry of structure and load,1/4 target projectile of finite element models is established.In order to reduce the influence of grid on penetration,meshing method can be adopted according to Ref.[4],in which warhead and the target body center mesh using fine grid method,and the ratio of radii of the projectile and the grid side is about 6.0.

        Between the projectile body and concrete target board,all the modules in the internal projectile adopt contact algorithm of plane-plane erosion.Between the projectile and target,plane-plane contact erosion algorithm is also adopted in each module of the internal projectile.When the plastic strain of steel board reaches failure value,the units are deleted to vividly simulate the fracture of target board as well as the interactive extrusion deformation between the projectile and target board.The time length of calculation is 1 600 μs and the step length is set at 16 μs.The 3D model of projectile penetrating concrete target board is shown in Fig.2.

        Fig.2 3D model of projectile penetrating concrete target board

        Fig.3 shows the penetration images of projectile the typical time of each stage: (a) is the early stage of opening hole; (b),for steady penetration phase; (c),for through phase; and (d) is completely passing through phase.It can be seen that the physical images given by numerical calculation are consistent with the theoretical analysis,which declares the simulation method in this paper is correct and it can reproduce the evolution processes of the penetration.

        Fig.3 Penetration images of different time

        2.3 Curve analysis

        The traditional simulation acceleration curve 1 of projectile is simplified as one which is shown in Fig.4.The simulation acceleration curve 2 of refined projectile is shown in Fig.5.

        Fig.4 Acceleration curve of simplified projectile

        Fig.5 Acceleration curve of refined projectile

        3 Actual test experiment

        In test experiment,the measured projectile material is 45# steel and the target board is concrete.Furthermore,the projectile size,target board size and distance between each target borad are the same as those of the simulation.After the test experiment is completed,the record module is taken out from the projectile body,getting the actual measured acceleration curve,as shown in Fig.6.

        Fig.6 Measured acceleration-time curve

        The acceleration peaks of the test curve and the simulation curve are compared,as shown in Fig.7.

        Fig.7 Comparation of simulation curve and measured curve

        By comparing the peaks,it can be known that the simulation curve 2 from the refined model is much closer to the peak of the actual curve.Therefore,in the later simulation research,the establishment of a projectile can refine the model and the data and have more reference value.

        4 Conclusion

        By combining the numerical simulation experiments of using ANSYS/LS-DYNA software for projectile penetration eight concrete targets with actual test of projectile,it uses acceleration curve from projectiles of two kinds of structure respectively to compare with the measured acceleration curve.The results of the test indicates that the acceleration curve of projectile with refined structure is more close to the measured acceleration.As a result,the acceleration curve got by refining structure of projectile has higher reference value in the simulation experiment.

        In order to make the simulation closer to the pracitce,the further research is needed in material selection and parameters optimization.

        [1] LIU Pu,SHI Kun-lin,HUANG Hui-dong.3D-numerical simulation acceleration of projectile penetrating steel target.Journal of Detection & Control,2006,28(1):25-28.

        [2] WANG Mao-ying,ZHAO Ge,JIA Xiao-zhi,et al.Simulation on the equivalent relation of perforating through reinforced concrete and concrete target.Transactions of Beijing Institute of Technology,2011,31(6):631-633.

        [3] NIE Ming-fei,LI Yu-long.Finite element simulation on ogive-nosed projectiles penetrating single and multi-layered concrete targets.Journal of Detection & Control,2009,31(4):78-83.

        [4] GUO Xiang-hua,ZHANG Qing-ming,HE Yuan-hang.Study on behavior of semi-infinite concrete targets subjected to projectile normal penetration.Transactions of Beijing Institute of Technology,2011,31(7):765-767.

        [5] YANG Rong,XU Wen-zheng.The numerical simulation for overload characteristic of the ammunition into concrete targets.Journal of Projectiles,Rockets,Missiles and Guidance,2009,(4):129-132.

        [6] SHEN Li,GAO Shi-qiao,JIN Lei.Numerical simulation of projectile oblique penetration into concrete.Journal of Projectiles,Rockets,Missiles and Guidance,2012,(6):61-64.

        [7] LSTC.LS-DYNA user manual.Version 970.Nonlinear dynamic analysis of structures in three dimensions.USA: Livemore Software Technology Corporation (LSTC),2001.

        [8] Meyers M A.Dynamic behavior of materials.John Wiley & Sons,1994.

        [9] JI Chong,LONG Yuan,WAN Wen-qian.Numerical simulation of projectile penetrating into steel fiber reinforced concrete.Journal of Plauniversity of Science and Technology(natural science edition),2005,6(5): 459-463.

        [10] Holmquist T J,Johnson G R,Cook W H.A computational constitutive model for concrete subjected to large strains,high strain rates,and high pressure.In: Proceedings of the 14th International Symposium on Ballistics,Quebec,Canada,1993: 519-600.

        [11] WANG Feng,WANG Xiao-jun,HU Xiu-zhang,et al.Oblique penetration of an ogive-nosed rod into the aluminum target.Explosion and Shock Waves,2005,(3): 265-270.

        一本一道久久综合久久| 精品无码成人片一区二区| 又色又爽又黄高潮的免费视频| 人妻少妇出轨中文字幕| 成年女人vr免费视频| 骚小妹影院| 天堂√中文在线bt| 国产免费又色又爽又黄软件| 两个黑人大战嫩白金发美女| 亚洲成av人在线观看无堂无码| 亚色中文字幕| 嗯啊 不要 啊啊在线日韩a| 伊人不卡中文字幕在线一区二区 | 國产一二三内射在线看片| 色二av手机版在线| 男女搞基视频免费网站| 国产精品日韩av一区二区| 日韩精品第一区二区三区 | 乱老年女人伦免费视频| 亚洲成a人片在线观看无码3d | 亚洲国产精品成人久久久| 亚洲一区二区三区四区五区黄| 中文无码一区二区不卡αv| 国产亚洲精久久久久久无码| 久久国产成人午夜av影院| 日韩人妻无码精品二专区| 久久久精品国产老熟女| 加勒比东京热一区二区| 精品国产一区二区三区色搞| 国产欧美va欧美va香蕉在| 亚洲国产成人精品无码区二本| 国产乱xxⅹxx国语对白| 中文字幕 人妻熟女| 女同av在线观看网站| 在线免费观看亚洲天堂av| 蜜桃激情视频一区二区| 精品嫩模福利一区二区蜜臀| 高级会所技师自拍视频在线| 婷婷丁香五月激情综合| 国产精品免费精品自在线观看 | 欧美色色视频|