分流焊合模成形管材过程的数值模拟研究

采用FEM方法对分流焊合模成形管材的挤压变形过程进行了三维模拟,给出了管材挤压过程中铝合金的应力、应变及流动速度等的分布和变化。     

Response of the buried steel pipeline caused by perilous rock impact: Parametric study

One of threatening buried steel pipeline in bad geological regions is collapsed rock. Buckling behavior of a buried pipeline impacted by a perilous rock with spherical shape was investigated by numerical simulation. Effects of pipeline parameters (internal pressure, wall thickness, diameter, buried depth) and perilous rock parameters (impact velocity, radius, eccentric distance) on deformation, stress and strain of the buried pipeline were discussed. Buckling behaviors of the buried pipeline under transverse and longitudinal inclined impacts also were studied. The results show that cross section shape of the buried pipeline becomes to an oval, then to a peach shape, and finally to a crescent shape or gourd shape in the process of rock’s impact. The deformation process of a buried pipeline can be divided into four stages. They are elastic deformation stage, buckling stage, elastic recovery stage and final deformation stage. Buckling mode of no-pressure pipeline is more serious than the pressure pipeline. The impact dent’s length and depth increase with the decreasing of buried depth, wall thickness and internal pressure. But they increase with the increasing of impact velocity, perilous rock’s radius and pipeline’s diameter. The maximum stress and plastic strain decrease with the increasing of buried depth and wall thickness. Under rock’s eccentric impact, impact dent trends to one side. Stress and plastic deformation decrease with the eccentric distance increases. Under rock’s transverse and longitudinal inclined impacts, cross section shape of the buried pipeline is an oval shape when the incidence angle α ≤ 45°, and there is no plastic deformation. When α > 45°, impact dent appears. Buckling is more serious with the incidence angle increases. Destructive powers of transverse and longitudinal inclined impacts are smaller than the vertical impact.     

板料成形过程数值模拟中的动态接触条件处理

为了解决板料成形过程数值模拟中非线性边界条件问题,本文提出并建立了控制约束的描述方法、接触结点、确定的新方法——垂足法、计算接触应力的剪应力法、以及处理非线性滑动接触边界条件的降阶-摩擦载荷迭代法.经实际模拟计算,证明了这些方法的正确性.     

Finite element modeling of microstructural changes in dry and cryogenic machining of AZ31B magnesium alloy

Unsatisfactory corrosion resistance is one of the major disadvantages of magnesium alloys that impede their wide application. Microstructural changes, especially grain sizes, of Mg alloys have significant influence on their corrosion resistance. Cryogenic machining was reported to effectively induce grain refinement on Mg alloys and has a potential to improve their corrosion resistance. It is important to model these changes so that proper machining conditions can be found to enhance the corrosion rate of Mg alloys. In this paper, a preliminary study was conducted to model the microstructural changes of AZ31B Mg alloy during dry and cryogenic machining using the finite element (FE) method and a user subroutine based on the dynamic recrystallization (DRX) mechanism of Mg alloys. Good agreement in terms of grain size and affected layer thickness was found between experimental and predicted results. A numerical study was conducted using this model to investigate the influence of rake angle on microstructural changes after cryogenic machining.     

参数对2A12铝合金微动疲劳局部塑性影响分析

目的研究局部塑性对微动疲劳的影响。方法建立2A12铝合金圆柱/平面微动疲劳有限元模型,考虑塑性作用进行有限元分析,研究微动疲劳参数对局部塑性的影响。结果局部塑性变形发生在试件表面或次表面,最大等效塑性变形随着微动垫半径的减小而增大。随着轴向应力的增加,最大切向应力增加;随着摩擦系数的增加,剪应力的最大值急剧增加,粘着区增加,滑移区减小,但摩擦系数对整个接触区的大小没有影响。结论微动疲劳参数对局部塑性有一定的影响。     

爆炸荷载作用下方钢管混凝土柱的动力响应及破坏机理

方钢管混凝土柱是被广泛采用的组合构件之一.爆炸发生时产生的爆炸冲击波可能会对框架结构内部的方钢管混凝土拄造成严重破坏,然而目前对其动力响应及破坏机理的研究成果相对较少.本文采用有限元分析软件ANSYS/LS-DYNA对爆炸荷载作用下方钢管混凝土柱的动力响应和破坏机理进行了研究分析.建立了方钢管混凝土拄实体有限元模型,其...     

地下管网地震反应分析模型

建立了多点地震动激励作用下的地下管网地震反应拟静力分析模型.首先建立基于有限单元模型的地下管网系统刚度方程,接着给出考虑地震动空间相关性及场地条件等诸多因素的地震动场模拟思路及管网系统地震动施加策略,最后通过解析法验证了模型的正确性.采用本文方法对一“十”字形管网进行了地震反应分析,结果表明:①管线轴向应力沿着管线长度...     

基于人工智能的深潜耐压球壳应力场映射

目的 针对深潜耐压球壳在真实下潜过程中全局应力场难以直接获取的问题,提出一种基于人工智能的深潜耐压球壳应力场映射算法。方法 构建深潜耐压球壳有限元模型,并开展仿真分析。提出深潜耐压球壳监测布点方案,进而利用长短时记忆神经网络(Long-short Term Memory Network,LSTM),将测点应力信息作为输入,将全局应力场信息作为输出,构建深潜耐压球壳应力场映射模型。最后,对不同测点下的映射结果进行分析。结果 与模型试验结果相比,仿真误差小于2%。与DNN模型及BP模型相比,映射误差分别下降94.92%与97.76%。结论 所提映射算法可在部分测点失效的情况下仍可以保持较高精度。     

滚石冲击作用下埋地高压输气管道的可靠性分析

地质灾害往往会对高压输气管线造成安全隐患,岩体崩塌引起的滚石冲击是导致埋地输气管道第三方破坏的主要破坏形式之一。通过概率分布求出滚石产生的偶然性载荷对管道的冲击频率,根据可靠性理论,用管线钢自身的强度和撞击产生的工作应力,建立强度应力的安全裕度方程。然后利用LS-DYNA有限元软件,建立滚石冲击管道模型,计算不同条件下埋地输气管道的最大应力Sm,确定Sm的分布规律。最后,根据应力和强度的分布求得管道可靠度指标和失效概率。本研究提供的方法和结论对埋地输气管道的风险评估、管道的设计及施工具有重要的参考价值。     

用通用有限元程序分析精密设备基础沉降的方法

采用弹性有限元方法计算了设备对地基的附加应力 ,根据土力试验数据验算了地基的沉降 ,完成了要用专门的土力学程序分析计算的工作 ,得到满意的结果。本文的工作对于精确分析基础沉降有借鉴作用。