共查询到19条相似文献,搜索用时 828 毫秒
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本文用Liapunov第二方法分析非保守力作用下直杆的塑性动态稳定性.杆处于粘性阻尼介质中,并受到切向均布的随动载荷作用.分析中在应力-应变关系中引入了应变率效应.导出了一个稳定性条件,并求出了临界失稳载荷,讨论了应变率效应对杆的稳定性的影响. 相似文献
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铝合金材料的动态力学性能已有了大量的研究,许多文献表明铝合金有着复杂的应变率效应,而且不同种类铝合金的应变率效应研究也不够充分具体。本文对铝合金应变率效应已有的研究进行归纳和总结,并在微观层面对铝合金的应变率效应进行了理论机理解释。此外,对于在铝合金材料中常用的Johnson-Cook本构模型的改进进行了研究总结。 相似文献
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线性硬化材料中稳恒扩展裂纹尖端场的粘塑性解 总被引:1,自引:0,他引:1
采用弹粘塑性力学模型,对线性硬化材料中平面应变扩展裂纹尖端场进行了渐近分析.假设人工粘性系数与等效塑性应变率的幂次成反比,通过量级匹配表明应力和应变均具有幂奇异性,奇异性指数由粘性系数中等效塑性应变率的幂指数唯一确定.通过数值计算讨论了Ⅱ型动态扩展裂纹尖端场的分区构造随各材料参数的变化规律.结果表明裂尖场构造由硬化系数所控制而与粘性系数基本无关.弱硬化材料的二次塑性区可以忽略,而较强硬化材料的二次塑性区和二次弹性区对裂尖场均有重要影响.当裂纹扩展速度趋于零时,动态解趋于相应的准静态解;当硬化系数为零时便退化为HR(Hui-Riedel)解. 相似文献
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本文提出了一个可用来描述韧性材料动态断裂过程的新模型.基体是由具有过应力形式的弹-粘塑性本构关系的材料构成.文中给出了在常等效应变率下的含孔洞材料的动态加载面及其相应的近似解析表达式.当材料单元经受球对称载荷作用时,本文的模型将退化为Carroll-Holt-Johnson模型.当材料的应变率敏感参数趋于零时,本文模型将退化为Gurson模型.本文的研究还表明,在一般情况下正交性法则是不成立的.最后,将本文模型与近年来Pan,Saje,Needleman和Perzyna等人所提出的含孔洞材料的粘塑性本构模型进行了比较. 相似文献
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基于应变梯度理论的粘塑性厚壁圆筒和球壳极限内压分析 总被引:1,自引:0,他引:1
基于应变梯度塑性理论,分析了内压作用下厚壁圆筒和球壳的塑性极限荷载.结果表明:圆筒内径在微米量级时,存在尺度效应现象,内径减小,其尺度效应增强;变形越大,影响越大;应变速率敏感指数越大,尺度效应越明显.经典塑性理论结果是当前解的特例. 相似文献
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本文应用弹塑性小变形的假定,将应力与应变的关系都用变分形式相联系.简洁地导出板壳塑性屈曲的基本方程,并引入割线模量,计算较方便. 相似文献
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结合位错运动的热激活理论,基于无屈服概念,提出了一组描述金属材料变形规律的弹/粘塑性本构方程.方程从总体上考虑了应变率、应变历史、应率变历史、硬化和温度等效应,具有较强的物理基础.恒温单轴条件下商业纯钛的力学性能的理论预测与实验结果相比较,存在着良好的一致性. 相似文献
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在裂纹尖端的理想塑性应力分量都只是θ的函数的条件下,利用平衡方程,各向异性塑性应力应变率关系、相容方程和Hill各向异性屈服条件,本文导出了平面应变和反平面应变复合型裂纹尖端的各向异性塑性应力场的一般解析表达式.将这些一般解析表达式用于复合型裂纹,我们就可以得到Ⅰ-Ⅲ、Ⅱ-Ⅲ及Ⅰ-Ⅱ-Ⅲ复合型裂纹尖端的各向异性塑性应力场的解析表达式. 相似文献
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It has been observed during major earthquakes that the so called soft-storey failure of an upper floor of a structure results in large impact load acting on structural members of the lower storeys. It may further lead to progressive collapse of the whole structure substantially intensifying human and material losses. Therefore, the aim of this paper is to investigate experimentally the behaviour of columns under bending (observed during an earthquake) that are additionally subjected to an axial plastic impact load. Steel columns with high slenderness ratio were considered in the study. In the experiment, impact load was created by a weight that was dropped onto the top of the column and stayed on it. The weight with the shape of a ball was made of clay so as to simulate more plastic impact. The results of the experiment show that the value of the permanent horizontal deformation of the column observed after impact depends much on the initial relative displacement between the base and the top of the column. As the initial displacement increases the values of the permanent deformation increases significantly indicating the significant reduction in the critical buckling force. The results obtained in the study can be utilized at the design stage of the structures in order to enhance their seismic resistance. (© 2009 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim) 相似文献
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In this paper, skew and rhombic isotropic plates subjected to in-plane loadings are analyzed using the element-free Galerkin method. Inelasticity effect is included in the buckling analysis while plates are thin thickness-tapered type. The governing differential equation for a plate in plastic range of response is numerically solved using the Galerkin method. The shape functions are constructed using the moving least squares (MLS) approximation and the essential boundary conditions are introduced into the formulation through the use of the Lagrange multiplier method and the orthogonal transformation techniques. The Stowell theory for the plastic buckling of flat skew plates with variable thicknesses is used. The inelastic analysis is based on the Ramberg–Osgood representation of the stress–strain curve which is used in the deformation theory of plasticity. Using this method the initial inelastic local buckling of skew plates with or without intermediate line supports is studied. Stiffness and geometric matrices are formulated by weak form of the Galerkin method. Finally, the inelastic local buckling loads of these plates are obtained and the results are compared with known solutions in the literature. 相似文献
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A.R. Rahai S. Kazemi 《Communications in Nonlinear Science & Numerical Simulation》2008,13(8):1721-1735
In this paper, a new procedure is formulated for the buckling analysis of tapered column members. The calculation of the buckling loads was carried out by using modified vibrational mode shape (MVM) and energy method. The change of stiffness within a column is characterized by introducing a tapering index. It is shown that, the changes in the vibrational mode shapes of a tapered column can be represented by considering a linear combination of various modes of uniform-section columns. As a result, by making use of these modified mode shapes (MVM) and applying the principle of stationary total potential energy, the buckling load of tapered columns can be obtained. Several numerical examples on tapered columns demonstrate the accuracy and efficiency of the proposed analytical method. 相似文献
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圆柱壳在径向冲击载荷作用下的弹性脉冲屈曲 总被引:2,自引:0,他引:2
当圆柱壳承受径向脉冲载荷时,如果其径厚比大于一特定值,圆柱壳将产生弹性动力屈曲.本文根据有关实验结果,假定变形模态,采用Lagrange方法分析了有限长薄圆柱壳(a/h=480)在余弦冲击载荷作用下的弹性脉冲动力屈曲.导出了动力屈曲方程组,借助数值方法求解方程,并与有关计算结果进行了比较. 相似文献
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B. L. Karihaloo 《Journal of Optimization Theory and Applications》1979,27(3):449-461
The paper presents the optimal (maximum transverse stiffness) design of an elastic, simply supported member of given volume that is to serve as a beam or as a column at different times during its design life. The optimal design can be interpreted in two ways. It is the design that has the maximum Euler buckling load in column action, subject to a prescribed maximum deflection in beam action under a uniformly distributed load; it is also the design that has the least deflection at midspan under a uniformly distributed load, subject to a lower limit on its buckling load in column action. The effectiveness of the optimal design is judged by comparing it with a prismatic bar of the same volume.The author is grateful to Professor W. Prager for suggesting several improvements to an earlier version of the paper. 相似文献
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In this paper, the optimal shape of a column with the most general conservative state of loading is determined. The boundary conditions of a column contain, in general, 16 parameters; it is shown that the boundary values of a column with general conservative loading may, at most, depend on nine constants. The influence of these parameters on the optimal shape and corresponding buckling load is also obtained. 相似文献