共查询到18条相似文献,搜索用时 156 毫秒
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轴向冲击圆柱壳非弹性响应 总被引:1,自引:0,他引:1
简要论述承受轴向冲击载荷圆柱壳非弹性动屈曲响应的研究进展。采用Karman-Donnell运动方程研究轴向流固冲击载荷作用下的圆柱壳轴对称弹塑性动屈曲问题。本构关系采用增量理论,借助增量数值方法求解动力方程组。研究不同边界条件对屈曲的影响,以及径向外压力在不同边界条件下对屈曲的影响。 相似文献
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弹—塑性正交梁系轴向冲击屈曲与塑性失效的实验研究 总被引:1,自引:0,他引:1
本文对弹——塑性正交梁系(以下简称梁系)的流——固冲击屈曲和冲击塑性失效问题进行了实验研究.研究表明:在轴向流——固冲击作用下,梁系呈现出三种不同的动力临界状态:屈曲、塑性变形和塑性失效.本文通过对梁系临界状态时的动力响应特征的分析,分别建立了板架的临界动力屈曲准则,临界塑性准则和临界动力塑性失效准则,这些准则完整地定义了梁系在轴向流——固冲击作用下的弹——塑性动力特征,初步揭示了这一类非保守冲击屈曲和冲击失效现象的一些重要特性. 相似文献
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本文对结构动力屈曲的特征、分类、屈曲准则等作了一般性讨论,对流固冲击屈曲,动力屈曲的缺陷模型等作了专题讨论。最后对圆柱壳的塑性动力屈曲作了全面回顾。 相似文献
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圆柱形薄壳冲击扭转屈曲的实验研究 总被引:1,自引:0,他引:1
本文对受冲击扭矩作用下的圆柱形簿壳扭转屈曲进行了实验研究,利用Hopkinson扭杆使圆柱受阶跃扭矩作用,分析所得到的应变-时间曲线,得到了不同几何参数的圆柱壳的冲击临界扭矩Mder和屈曲波数n及几条定性结论,同时找出了圆柱壳静力扭转屈曲行为和冲击扭转屈曲行为之间的异同。 相似文献
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圆柱壳撞水时的弹塑性动力屈曲研究 总被引:3,自引:0,他引:3
本文研究圆柱壳在流固中冲击载荷下的弹塑性动力曲问题。建立了液体-气体-固体三相的数学模型。其中结构部分控制方程由弹塑性力学中关于加速度的最小原理获得,本构关系采用增量理论,液体假设为不可压缩,空气层认为最等熵压缩。分别讨论了不同冲击高度时压力变化规律,屈曲对载荷的影响。屈曲沿壳长的分布及发展规律等。 相似文献
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圆形脱层的轴对称屈曲及扩展分析 总被引:9,自引:0,他引:9
利用高阶摄动结合打靶法,分析了固支圆板在均匀径向力作用下的轴对称屈曲和过屈曲,所得结果与文(6)的FEM结构吻合得很好,应用于薄膜-基底结构,研究了受压薄膜脱层的屈曲、扩展问题,得到了在一定的残余压应力作用下,脱层屈曲的临界尺寸Rc和扩展尺寸Rg。 相似文献
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对钢质和铜质金属圆柱壳的轴向冲击动力响应进行了实验研究,记录了两种不同材料圆柱壳在大质量低速冲击下的冲击力时程曲线,得到其屈曲模态。采用高速摄像及模拟技术给出了钢质圆柱壳渐进屈曲的全过程,为理解钢质圆柱壳的屈曲机理提供了直观的结果。黄铜质圆柱壳在大质量低速冲击下, 出现整个壳面滿布屈曲波纹的塑性动力屈曲现象,说明高速冲击不是产生塑性动力屈曲的充要条件。像铜这样具有高密度的韧性材料,在大质量低速冲击下,会在轴向产生持续的压缩塑性流作用而出现塑性动力屈曲现象。 相似文献
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A simple solution of the dynamic buckling of stiffened plates under fluid-solid impact loading is presented. Based on large deflection theory, a discretely stiffened plate model has been used. The tangential stresses of stiffeners and in-plane displacement are neglected. Applying the Hamilton‘ s principle, the motion equations of stiffened plates are obtained. The deflection of the plate is taken as Fourier series, and using Galerkin method, the discrete equations can be deduced, which can be solved easily by Runge-Kutta method. The dynamic buckling loads of the stiffened plates are obtained from Budiansky-Roth ( B-R ) curves. 相似文献
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DYNAMIC BUCKLING OF STATICALLY PRELOADED RING-STIFFENED CYLINDRICAL SHELLS UNDER AXIAL FLUID-SOLID IMPACT LOADING 总被引:1,自引:0,他引:1
The Initial Imperfection Amplified Criterion is applied to investigate the geometric nonlinear dynamic buckling of statically
preloaded ring-stiffened cylindrical shells under axial fluid-solid impact. Taking account of the effects of large deformation
and initial geometric imperfection, the governing equations are obtained by the Galerkin method and solved by the Runge-Kutta
method. The effects of static preloading (uniform external radial pressure) on the buckling features and the load-carrying
ability of ring-stiffened cylindrical shells against axial impact are discussed.
The project is supported by the National Natural Sciences Foundation of China (No. 19802017). 相似文献
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大长细比结构弹体侵彻2024-O铝靶的弹塑性动力响应 总被引:2,自引:0,他引:2
为研究大长细比结构弹体在撞击典型硬目标早期的结构动力学响应,利用57轻气炮进行了直径1.4 cm、量纲一壁厚0.1和0.15、长细比8和12、头部系数3和4.5的卵形空心弹体对2024-O铝靶的侵彻实验研究,利用高速摄影系统记录了弹体撞靶过程,观察到大长细比弹体垂直撞击硬目标过程中的局部墩粗、塑性屈曲2种结构破坏模式,以及斜侵彻过程中的整体塑性弯曲、弯曲与墩粗耦合、弯曲与屈曲耦合3种结构破坏模式和实时动力学响应过程。基于对指数硬化材料的空腔膨胀理论建立了弹体垂直侵彻模型,给出了在轴向及横向载荷交互作用下计算刚塑性自由梁危险截面屈服函数的控制方程,计算值与实验结果吻合较好。 相似文献
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Experimental studies on dynamic plastic buckling of circular cylindrical shells under axial impact 总被引:1,自引:0,他引:1
In the present paper, experimental studies on dynamic plasticbuckling of circular cylindrical shells under axial impact are
carried out. Hopkinson bar and drop hammer apparatus are used for dynamic loading. Three groups of circular cylindrical shells
made of copper are tested under axial impact. From the experiments, the first critical velocity corresponding to the axi-symmetric
buckling mode and the second critical velocity corresponding to the non-axisymmetric buckling mode are determined. The present
results come close to those of second critical velocity given by Wang Ren[4–6]. Two different kinds of non-axisymmetric buckling modes oval-shaped and triangle shaped are founded. The buckling modes under
two loading cases, viz. with small mass but high velocity and with large mass and low velocity using Hopkinson bar and drop
hammer, are different. Their critical energies are also discussed.
The project is supported by the National Natural Science Foundation of China (19672039) and the Foundation for Returned Scholar
from Abroad of Shanxi Province 相似文献
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In this paper, experimental studies are carried out on the buckling of circular cylindrical thin shells under impact torque. Experiments of impact buckling are made on a Hopkinson torsional bar. The torsional bar gives a step torque on the shells. Through an analysis of the strain-time curve obtained in experiment, the dynamic buckling critical torqueM
er
and buckling waves numbern of the shell with different geometric data and some qualitative results are obtained. The buckling behavior of circular cylindrical thin shells under static and impact torque is compared. 相似文献