共查询到18条相似文献,搜索用时 781 毫秒
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爆炸冲击下复合材料层合扁球壳的动力屈曲 总被引:1,自引:0,他引:1
研究计及横向剪切的复合材料层合扁球壳在爆炸冲击载荷作用下的非线性轴对称动力屈曲问题。通过在复合材料层合扁球壳非线性稳定性的基本方程中增加横向转动惯量项并引入R.H.Cole理论的爆炸冲击力,得到爆炸冲击下复合材料层合扁球壳的动力控制方程,应用Galerkin方法得到用顶点挠度表达的爆炸冲击动力响应方程,并采用Runge-Kutta方法进行数值求解,采用Budiansky-Roth准则确定冲击屈曲的临界载荷,讨论了壳体几何尺寸对复合材料层合扁球壳冲击屈曲的影响;数值算例表明,此方法是可行的。 相似文献
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复合材料层合开顶扁球壳的非线性动态屈曲 总被引:10,自引:0,他引:10
研究了复合材料层合开顶扁球壳的非线性动态屈曲问题。建立了对称层合圆柱正交异性开顶扁球壳考虑横向剪切的非线性振动微分方程,根据突变理论建立了该壳体动态屈曲的突变模型,得到了动态屈曲的临界方程。 相似文献
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黏弹性层合圆柱壳的蠕变分岔屈曲 总被引:1,自引:1,他引:1
采用Boltzmann积分型本构关系描述铺设单层的黏弹性力学行为,基于DMV扁壳假定和Kármán- Donnell几何非线性关系,研究了对称铺设黏弹性层合圆柱壳的前屈曲变形特征和分岔蠕变屈曲.对玻璃纤维/环氧树脂基复合材料层合圆柱壳的分析结果表明,在前屈曲阶段,挠曲变形和环向薄膜力随时间的变化趋势主要取决于圆柱壳的铺设方式,可以呈现完全相反的变化特征;层合短圆柱壳两端的边界条件对其蠕变分岔屈曲行为有决定性的影响,径厚比的增加将使分岔形式的延迟失稳现象更加明显. 相似文献
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《力学季刊》2016,(1)
作为一种特殊的外来物损伤,冰雹冲击致暴露的复合材料结构损伤的规律值得研究.由于实验需要耗费大量的人力物力,且实际操作中存在着各种难以克服的困难,因此,数值方法就显得尤为重要.针对复合材料层合板结构,在充分考虑了冰雹流体特性下,建立了经与经典实验比对证明具有足够分析精度的冰雹光滑粒子流体动力学SPH模型,利用大型显式动力分析软件LS-DYNA模拟研究了冰雹高速冲击复合材料板壳时结构参数对冲击结果的影响规律,表明:冲击响应随板壳形状、尺寸和铺层方案的变化而变化,板块长宽尺寸越大,抗冲击性能越好;板壳曲率越小,抗冲击性能越好;准各向同性铺层比同厚度的单向铺层和反对称正交铺层抗冲击性能优越.论文进一步展望了其应用前景. 相似文献
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基于经典屈曲理论,研究了轴向受压黏弹性复合材料层合圆柱壳的临界屈曲载荷.
利用Boltzmann线性积分型本构关系描述铺设单层的各向异性黏弹性行为. 结合解析与数值
方法,由Donnell型屈曲控制方程以及边界条件的Laplace变换导出相空间的特征方程,根
据Laplace逆变换的极值定理,获得层合圆柱壳的瞬时弹性临界载荷与持久临界载荷. 针对
多组铺设方式,通过数值算例重点分析了临界载荷随铺设角的变化特征,两种临界载荷的峰
值点差异程度与铺设方式、几何参数以及材料类型的关系,得到了一些对黏弹性层合圆柱壳
的优化设计有参考价值的结论. 相似文献
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Based on the nonlinear theory of shallow spherical thick shells and the damage mechanics, a set of nonlinear equations of
motion for the laminated shallow spherical thick shells with damage subjected to a normal concentrated load on the top are
established. According to Hertz law, the contact force acted upon the shells is determined due to the impact of a mass, and
it is related to the mass and initial velocity of the striking object, the geometrical and physical character of the shell.
By using the finite difference method and the time increment procedure, the nonlinear equations are resolved. In the numerical
examples, the effects of the damage, the initial velocity, and mass of the striking object, the shells’ geometrical parameters
on the dynamic responses and dynamic buckling of the laminated shallow spherical thick shells are discussed.
Research of Y. Fu, Z. Gao and F. Zhu was supported by National Natural Science Foundation of China (No. 10572049). 相似文献
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张音翼 《应用数学和力学(英文版)》1999,20(4):426-432
IntroductionImportantaplicationsofthestabilityanalysisofshelscanbefoundinthemodernengineringrangingovertheaerospace,marine,ar... 相似文献
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Nonlinear static and dynamic analysis for laminated,annular, spherical caps of moderate thickness 总被引:1,自引:0,他引:1
Based on Timoshenko-Mindlin kinematic hypothesis, the shallow shell theory is extended to include the transverse shear deformation for the nonlinear axisymmetric dynamic analysis of the symmetric cross-ply shallow spherical shell. Using the orthogonal point collocation method and the Newmark scheme, an iterative solution is formulated. The numerical results for the nonlinear static and dynamic responses and dynamic buckling of these shallow spherical shells with circular holes under uniformly distributed static or dynamic normal impact loads are presented and compared with available data. 相似文献
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In present work, an effective method to research geometrically nonlinear free vibrations of elements of thin-walled constructions that can be modeled as laminated shallow shells with complex planform is applied. The proposed method is numerical–analytical. It is based on joint use of the R-functions theory, variational methods, Bubnov–Galerkin procedure and Runge–Kutta method. The mathematical formulation of the problem is performed in a framework of the refined first-order shallow shells theory. To implement the developed method, appropriate software was developed. New problems of linear and nonlinear vibrations of laminated shallow shells with clamped cutouts are solved. To confirm reliability of the obtained results, their comparison with the ones known in the literature is provided. Effect of boundary conditions is studied. 相似文献
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尹邦信 《应用数学和力学(英文版)》1999,20(7):773-780
IntroductionAscompositesareextensivelyappliedinmodernengineringstructuresandmechanicsofcomplexmaterialshasbenhighlyadvanced,i... 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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Based on the elasto-plastic mechanics, the damage analysis and dynamic response of an elasto-plastic laminated composite shallow spherical shell under low velocity impact are carried out in this paper. Firstly, a yielding criterion related to spherical tensor of stress is proposed to model the mixed hardening orthotropic material, and accordingly an incremental elasto-plastic damage constitutive relation for the laminated shallow spherical shell is founded when a strain-based Hashin failure criterion is applied to assess the damage initiation and propagation. Secondly, using the presented constitutive relations and the classical nonlinear shell theory, a series of incremental nonlinear motion equations of orthotropic moderately thick laminated shallow spherical shell are obtained. The questions are solved by using the orthogonal collocation point method, Newmark method and iterative method synthetically. Finally, a modified elasto-plastic contact law is developed to determine the normal contact force and the effect of damage, geometrical parameters, elasto-plastic contact and boundary conditions on the contact force and the dynamic response of the structure under low velocity impact are investigated. 相似文献