共查询到18条相似文献,搜索用时 299 毫秒
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充满液体的封闭圆柱壳受轴压时屈曲过程的实验研究 总被引:1,自引:1,他引:1
报导了对充满水的金属圆柱薄壳在轴向压缩时屈曲性能的实验结果。实验观察表明,充满液体的金属圆柱壳在轴压作用下的屈曲模态呈轴对称型,液体的内压与外部轴压随轴向缩短的变化趋势大致相同。由于壳内液体的存在,同内空的圆柱壳相比只是临界载荷略有提高,屈曲后承载能力并无显著降低,且对初始几何缺陷表现得远不象内空柱壳那样敏感。 相似文献
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圆柱壳是工程实际中广泛应用的结构,其主要破坏形式是屈曲失稳.作为力学领域的经典问题,圆柱壳稳定性问题的研究非常之多.其中,受均匀轴向压力的圆柱壳由于临界屈曲载荷的理论预测值与早期试验结果之间的巨大差异,更是推动了壳体稳定性理论的不断发展.本文简要回顾了壳体稳定性理论的发展和分类,并对轴压圆柱壳体试验结果分散且远低于理论预测值的原因及含缺陷圆柱壳体的稳定性研究方法进行了总结,然后综述了地下空间顶管、储油罐、加筋圆柱壳及脱层圆柱壳等实际工程中广泛应用的圆柱壳结构稳定性研究的现状和趋势,最后展望了将来对工程应用中圆柱壳结构的稳定性研究的难点和方向. 相似文献
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本文概述了充内压整体加劲圆柱壳承受轴压的稳定性的实验和理论研究结果.在非加劲圆柱壳和两种网格型整体加劲圆柱壳稳定性试验的基础上,讨论了充内压的整体加劲圆柱壳在轴压作用下的失稳特点.分析表明,可按过屈曲平衡状态的分歧点,近似地决定实际屈曲的总体失稳载荷. 相似文献
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充满液体弹塑性圆柱壳轴向冲击屈曲的数值模拟 总被引:4,自引:0,他引:4
基于对充满液体的弹塑性圆柱壳轴向冲击屈曲的实验观察 ,建立了相应的计算模型 ,借用 LS-DYNA软件包 ,在 HP-C36 0工作站上完成了数值模拟 ,得到了动画显示 ,给出的屈曲模态及一些特征量的时程曲线与实验结果相当一致。文中对壳的几何、物理参数对屈曲性能的影响进行了较详细的讨论 相似文献
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主要研究受轴向冲击圆柱壳非对称屈曲耗能,从轴向屈曲变形、环向屈曲变形和轴向压
缩变形3个角度进行理论推导. 结果表明: 环向屈曲变形能随屈曲折叠边数增加有减小
趋势, 且占总耗能比例很小,可知圆柱壳受轴向冲击屈曲过程中外力做功主要转变为轴向变形
能,环向屈曲变形消耗外力功很少. 相似文献
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夹层圆柱壳具有很高的结构效能。在许多工程结构中被广泛采用。本文研究分析了含有轴对称初始缺陷的夹层圆柱壳在轴压下的非线性屈曲问题。该夹层壳具有正交各向异性表层和各向同性可承剪的夹心.利用Stein的前屈曲一致理论得出了前屈曲挠度随轴向载荷及缺陷参数的变化情况,运用Galerkin法导出了屈曲控制方程,并进行了数值计算,得到了屈曲载荷、缺陷幅值、缺陷波数、夹心模量等参量之间的关系.结果表明与壳体实际屈曲模态相同的初始缺陷具有很大的危害性,可以通过增加壳体表层的轴向弹性模量或优化夹心的有关参数等途径来提高屈曲载荷,改善壳体屈曲性能。 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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推导了内外液压作用下套管柱微弯时的能量平衡公式,并计算了其屈曲临界载荷计算公式。得到的结果低于目前已发表的结果。内外液压对套管稳定性的影响相当于在套管底端作用一个附加的轴向力和一个沿轴线均布的线载荷。对含有内压的两端封堵的细长管柱,内压对临界屈曲载荷没有影响。结果可供油井设计及作业参考。 相似文献
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This paper reports the results of an investigation on combined torsional buckling of multi-walled carbon nanotubes (MWNTs) under combined torque, axial loading and radial pressures based on the continuum mechanics model, which takes into account the effect of the van der Waals interaction between adjacent tubes. A buckling condition is derived for determining the critical buckling torque and associated buckling mode. In particular, for combined torsional buckling of double-walled carbon nanotubes, an explicit expression is obtained and some detailed results are demonstrated. According to the innermost radius-to-thickness ratio, MWNTs are classified into three types: thin, thick, and (almost) solid. Numerical results are worked out for the critical buckling torque and associated buckling mode for all the three types of MWNTs subjected to various axial stresses (axial tensile stresses or axial compressive stresses), internal pressures, and external pressures. It is shown that, the axial tensile stress or the internal pressure will make the MWNTs resist higher critical buckling torque, while the axial compressive stress or external pressure will lead to a lower critical buckling torque. The effect of axial stress (axial tensile stress or axial compressive stress) on the critical buckling torque of MWNTs is very small for all the three types of MWNTs, while the effect of the internal pressure or external pressure is related to the types of MWNTs, which is strong for the thin MWNTs, moderate for the thick MWNTs, and small for the solid MWNTs. Numerical results also indicate that, the associated buckling mode is unique and dependent on the structure of MWNTs. Especially, for combined torsional buckling of MWNTs with very small axial stress and radial pressures, the buckling mode is just the one for the corresponding pure torsional buckling. 相似文献
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Yeast cells can be regarded as micron-sized and liquid-filled cylindrical shells. Owing to the rigid cell walls, yeast cells
can bear compressive forces produced during the biotechnological process chain. However, when the compressive forces applied
on the yeast go beyond a critical value, mechanical buckling will occur. Since the buckling of the yeast can change the networks
in its cellular control, the experimental research of the buckling of the yeast has received considerable attention recently.
In this paper, we apply a viscoelastic shell model to study the buckling of the yeast. Meanwhile, the turgor pressure in the
yeast due to the internal liquid is taken into account as well. The governing equations are based on the first-order shear
deformation theory. The critical axial compressive force in the phase space is obtained by the Laplace transformation, and
the Bellman numerical inversion method is then applied to the analytical result to obtain the corresponding numerical results
in the physical phase. The concepts of instantaneous critical buckling force, durable critical buckling force, and delay buckling
are set up in this paper. And the effects of the transverse shear deformation and the turgor pressure on the buckling phenomena
are also given. The numerical results show that the transverse shearing effect will decrease the instantaneous critical buckling
force and the durable critical buckling force, while the turgor pressure will increase both of them. 相似文献
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Mario M. Attard Jianbei Zhu David C. Kellermann 《Archive of Applied Mechanics (Ingenieur Archiv)》2014,84(5):693-713
The in-plane buckling behavior of funicular arches is investigated numerically in this paper. A finite strain Timoshenko beam-type formulation that incorporates shear deformations is developed for generic funicular arches. The elastic constitutive relationships for the internal beam actions are based on a hyperelastic constitutive model, and the funicular arch equilibrium equations are derived. The problems of a submerged arch under hydrostatic pressure, a parabolic arch under gravity load and a catenary arch loaded by overburden are investigated. Buckling solutions are derived for the parabolic and catenary arch. Subsequent investigation addresses the effects of axial deformation prior to buckling and shear deformation during buckling. An approximate buckling solution is then obtained based on the maximum axial force in the arch. The obtained buckling solutions are compared with the numerical solutions of Dinnik (Stability of arches, 1946) [1] and the finite element package ANSYS. The effects of shear deformation are also evaluated. 相似文献
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梁的轴向运动会诱发其产生横向振动并可能导致屈曲失稳,对结构的安全性和可靠性产生重大的影响。本文重点研究了横向载荷作用下轴向运动梁的屈曲失稳及横向非线性振动特性。基于Hamilton变分原理,建立了横向载荷作用下轴向运动梁的动力学方程,获得了梁的后屈曲构型。使用截断Galerkin法,将控制方程改写成Duffing方程的形式。用同伦分析方法确定载荷作用下轴向运动梁的非线性受迫振动的封闭形式的表达式。结果表明,后屈曲构型对轴向速度和初始轴向应力有明显的依赖性。通过同伦分析法得出非线性基频的显式表达式,获得了初始轴向力会影响非线性频率随初始振幅和轴向速度的线性关系。另外,轴向外激励的方向也会改变系统固有频率。 相似文献
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《International Journal of Solids and Structures》2003,40(15):3893-3911
This paper studies axially compressed buckling of an individual multiwall carbon nanotube subjected to an internal or external radial pressure. The emphasis is placed on new physical phenomena due to combined axial stress and radial pressure. According to the radius-to-thickness ratio, multiwall carbon nanotubes discussed here are classified into three types: thin, thick, and (almost) solid. The critical axial stress and the buckling mode are calculated for various radial pressures, with detailed comparison to the classic results of singlelayer elastic shells under combined loadings. It is shown that the buckling mode associated with the minimum axial stress is determined uniquely for multiwall carbon nanotubes under combined axial stress and radial pressure, while it is not unique under pure axial stress. In particular, a thin N-wall nanotube (defined by the radius-to-thickness ratio larger than 5) is shown to be approximately equivalent to a single layer elastic shell whose effective bending stiffness and thickness are N times the effective bending stiffness and thickness of singlewall carbon nanotubes. Based on this result, an approximate method is suggested to substitute a multiwall nanotube of many layers by a multilayer elastic shell of fewer layers with acceptable relative errors. Especially, the present results show that the predicted increase of the critical axial stress due to an internal radial pressure appears to be in qualitative agreement with some known results for filled singlewall carbon nanotubes obtained by molecular dynamics simulations. 相似文献
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Zhang Shanyuan Lei Jianping Zhao Longmao Cheng Guoqiang Lu Guoyun 《Acta Mechanica Solida Sinica》2000,13(2):166-172
This article reports an experimental investigation on the axial impact buckling of thin metallic cylindrical shells fully
filled with water. Low velocity impact tests are carried out by DHR-9401 drop hammer rig. The whole process of dynamic buckling
is simulated using LS-DYNA computer code. The consistency between experimental observation and numerical simulation is quite
satisfactory. The investigation indicates that quite high internal hydrodynamic pressure occurs inside the shell during the
impact process. Under the combined action of the high internal pressure and axial compression plastic buckling occurs easily
in the thin-walled shells and buckling modes take on regular and axisymmetric wrinkles.
This project is supported by the National Natural Science Foundation of China(19672039) and the Shanxi Foundation for Returned
Scholars from Abroad. 相似文献