Dynamic elastic-plastic buckling phenomena in a rod due to axial impact

Dynamic elastic-plastic buckling phenomena which might develop in a rod from an axial impact loading are studied in order to identify the conditions for quasi-static behaviour. A discrete model for dynamic elastic-plastic buckling, which retains the axial and the lateral inertia forces, is proposed, and the relationship between the model parameters and the characteristics of an actual structure is given. Examples of different external loadings and boundary conditions are considered in order to clarify the influence of elastic-plastic axial wave propagation on the buckling process. The critical time for the initiation of buckling is obtained and the post-buckling behaviour of the model is analysed. Particular attention is paid to the role of the striking mass on the characteristics of the buckling process and on the development of the buckling shape. The numerical study reveals that the inertia of the striking mass affects considerably the development of the buckling shape causing different patterns of axial strain distributions at the initiation of buckling. The comparisons which are made between the model predictions and some previously published experimental data show that the buckling process is governed by the impact velocity as well as by the external loading history provided by the experimental technique.     

平行刃剪切机剪切过程的有限元仿真模拟分析

金属剪切过程是一种复杂的弹塑性大变形过程,同时还存在着应力与应变之间的物理非线性、位移与应变之间的几何非线性以及工具与试件之间的接触边界非线性等多重非线性关系。本文用计算机辅助工程(CAE)软件——高度非线性结构有限元分析软件MARC对平等刃剪切机的剪切过程进行了三维弹塑性大变形仿真模拟,探索出一种求平行刃剪切机力能参数的数值仿真模拟方法。     

轧机主传动安全销弹塑性有限元分析

本文针对轧机主传动系统的安全销在破坏前已产生了塑性变形,采用三维弹塑性有限元对安全销进行应力分析,模拟出材料的应力-应变非线性曲线,并运用牛顿-拉普森平衡迭代法根据模拟出的应力-应变非线性曲线对安全销进行应力计算,通过多次试算得出其能承受的最大载荷,并提出了改进意见.     

Elastic-plastic analytical solution for centric crack loaded by two pairs of point shear forces in finite plate

1 Introduction A great number of cracks exist in metal materials. Their existence and interaction often lead to high stress concentration and become the source of weakening and failure of metal materials[1- 4]. The elastic-plastic analysis for a cracked p…     

Deformation and failure study of surrounding rocks of dynamic pressure roadways in deep mines

In order to understand the change rules of stress-displacement in surrounding rocks of dynamic pressure roadways in deep mines and to obtain a theoretical basis for analyses of roadway stability and designs of support,we established a coupling equation of adjacent rock strength,mining stress and supporting resistance on the basis of an elastic-plastic theory of mechanics.We obtained an analytical solution for stress and displacement distribution of elastic and plastic regions in surrounding rock of dynamic pressure roadway..Based on this theory,we have analyzed the changes in stress-displacement in elastic and plastic regions of surrounding rocks of dynamic pressure roadways in the Haizi Coal Mine.The results show that:1) radial and tangential stress change violently within the first 4 m from the inner surface of a roadway after excavation;radial stress increases while tangential stress decreases within a range of about 6 m from the inner surface of the roadway as a function of q3;2) radial and tangential stress increase with an increase in the mining pressure coefficient k;the increase in the rate of tangential stress is greater than that of radial stress;3) the radial displacement of the inner surface of roadways decreases with an increase in q3,provided that k remains unchanged.     

宁夏花儿艺术馆钢结构-混凝土结构共同工作分析研究

为探讨地震响应分析时混凝土下部结构对上部钢结构的影响,以宁夏花儿艺术馆为例建立了上部钢结构和下部混凝土结构共同工作的有限元模型,对模型分别进行了静力分析、小震作用弹性分析、大震作用动力弹塑性时程分析等.此外,还探讨了在罕遇地震下混凝土结构的弹塑性性质对整体结构的影响.结果表明,在共同工作条件下,上部钢结构的静、动力位移和内力都有较大程度的提高.在结构设计时,必须考虑下部支撑结构的放大效应.     

某超高层框筒结构的抗震性能分析

本文以某超限框架-核心筒结构为例,通过对该结构在多遇地震下的弹性分析、设防烈度下的等效弹性计算以及罕遇地震下等效弹性分析和弹塑性分析,并对开洞楼层的楼板应力分析,检验其抗震性能。分析结果表明,通过加强措施后,能达到期望的性能目标,可供同类工程参考。     

T形芯板摩擦阻尼器在高层钢框架结构振动控制中的研究

在结构上附加耗能减震装置是结构被动控制的一种。T型摩擦阻尼器作为一种新型摩擦耗能装置,因其在结构中减震时受到的影响参数少,所以被广泛用来结构的减震隔震。本文通过对在高层钢框架结构中配置T形芯板摩擦阻尼器,在罕见地震作用下的动力分析,并应用SAP2000软件对比分析得到框架结构的位移、内力响应差异,验证了T形芯板摩擦型阻尼器在对高层钢框架结构具有很好的耗能减震效果。     

隔振支座对大跨度网壳的振动控制分析

本文通过建立了橡胶隔振支座与设置隔振支座的网壳结构的力学模型,研究了隔震支座控制下,大跨度空间单层柱面网壳结构在地震作用下振动响应,结果表明:隔震支座对结构的振动可以起到良好的控制作用,但地震强度对隔震支座耗能能力影响较大,在最大水平行程内,地震强度越大,耗能能力越强;在不同地震波作用下,隔振网壳结构体系的振动控制效果有所不同,其中:EL Centro波作用的结构被动控制效果最佳。     

淬火工艺有限元模拟中弹塑性比例系数的计算方法

淬火过程是一个温度、相变、应力应变相互影响的材料非线性过程。根据淬火过程的特点,提出了一种新的计算弹塑性比例系数的方法,使用该方法可以求解过渡单元的弹塑性比。在模拟过程中,为了提高计算精度、减少计算时间,提出了两种加速弹塑性比例系数收敛的方法:弹性逼近法和插值方法。应用弹性逼近法和插值方法对无相变冷却过程和有相变冷却过程进行有限元模拟,将模拟所得应力变化曲线与实验结果相比较。结果表明,弹性逼近法和插值方法可以显著减少弹塑性比例系数的迭代次数,计算得到的应力值与实验结果吻合较好。