19Mn5钢循环硬化特性与累积等效微观应变分布的有限元分析

本文用改进的空间轴对称大应变有限元程序,对19Mn5钢在低周疲劳下的应力-应变滞后回线以及试样纵截面、横截面内累积等效应变分布和水静应力在纵截面内的分布进行了计算.结果表明:19Mn5钢铁素体内的累积塑性应变和水静应力均高于珠光体,这就从微观上证明了为什么19Mn5钢在低周疲劳下呈现循环硬化,同时为19Mn5钢的微观断裂机制提供了一个清晰的物理图象.     

静动组合作用下旋转壳拉伸塑性失稳

分析了静动组合作用下几种旋转壳拉伸塑性失稳问题,给出了失稳条件下具有σ_1=A(B+ε_i)″应变强化材料的壳体的应力和应变.     

组合圆柱壳静态屈曲的几个影响因素分析

本文的研究是以“九五”国家科技攻关专题“快堆主钠池堆芯抗震性能的安全评价方法研究、中的屈曲研究子课题为背景展开的,所用模型简化自中国实验快堆钠池主容,是由薄壁圆柱壳和多个加劲肋结构而成的组合圆柱壳体,本文分别采用大型有限元程度ANSYS 5．4和LGOR FEAS（SUPER SAP 93）,对该壳体进行了常温时水平,轴向荷载共同作用静态屈曲的计算,同时考虑了诸如塑性,边界条件及初始缺陷等因素的影响,并进行了相关实验研究,最后将有限元计算结果与实验所获得的静屈曲荷载进行比较,结果吻合较好。     

焊接金属疲劳裂纹萌生寿命估算方法的研究

疲劳裂纹萌生阶段在整个疲劳破坏过程中占有极为重要的地位，而萌生阶段的裂纹体损伤规律用长裂纹断裂力学方法是无法确定的．以萌生阶段中塑性滞回能作为控制参量，根据实验数据拟合出疲劳损伤的连续曲线，得到裂纹萌生寿命估算公式．     

刚粘塑性圆环受法向冲击时的动力屈曲

本文研究刚粘塑性圆环受法向冲击时的动力屈曲，文中考虑了冲击过程中圆环厚度的变化，环向力的变化以及基本变形速度的变化。通过用数值方法求解扰动运动微分方程，结果表明，当规定了临界放大函数后，仅当冲击速度位于某一范围之内时，才会发生动力屈曲。     

塑性减震技术在地下强爆炸环境下的应用研究

本文介绍了地下封闭爆炸中利用塑性减震技术对参试的重要测试仪器进行减震防护研究的基本原理和设计的基本思路，根据振动冲击理论计算和模拟实验实测结果研制的减震装置将63kg重的摄像装置的切向峰值加速度由地表激励的1695m/s^2减至在减震装置上的98m/s^2；将23.5kg重的摄像装置的垂向峰值加速度由地表激励的400m/s^2减至147m/s^2，实测结果表明，本文所研制的塑性减震装置，其减震效果与预计的结果相一致，增强了摄像装置在强冲击、大位移特殊环境下的物理生存能力，保证了拍摄图像的清晰完整，达到了设计的要求，满足了试验研究工作的需要。     

含缺陷的固支梁受冲击载荷作用的实验研究

本文报导了含缺陷的固支梁受圆柱形飞射物撞击的实验过程和实验结果,分析和讨论了输入能量、切口深度、质量比等参数对非完善梁塑性动力响应特性的影响。     

塑性异性材料轴对称平面应力问题的应变硬化解析解法

对塑性异性和应变硬化材料在轴对称平面应力状态下变形的这类问题，本文建立了一种用解析解求解的方法并给出了一般性的解析解答，分析简明扼要；解答应用方便。     

ELASTIC-PLASTIC DYNAMIC RESPONSE OF A CANTILEVER BEAM SUBJECTED TO OBLIQUE IMPACT AT ITS TIP

By employing large deformation governing equations expressed in the form of finite difference, the dynamic responses of an elastic, perfectly plastic cantilever subjected to an oblique impact at its tip was numerically studied. Through analyzing the instantaneous distribution of the yield function （φ = ｜M/Mo｜ ＋ （N/No）^2）, bending moment and axial force during the early stage of the response, the elastic-plastic deformation mechanism and the influence of axial component of an oblique impact on the dynamic response of a cantilever beam were discussed. The present analysis shows that the deformation mechanism of an elastic-plastic cantilever subjected to an oblique impact consists of four phases, i.e. ‘the expanding compressed plastic region＇ mode; the ‘generalized traveling plastic hinge＇ and ‘shrinking plastic region＇ mixed mode; the ‘stationary plastic hinge＇ mode and ‘elastic vibration＇ mode. Compared with the two-phase deformation mode obtained by using the rigid, perfectly plastic approach, the mode of shrinking plastic region that occurred instantly after the oblique impact and the mode of stationary hinge were both confirmed. The primary features of the deformation mechanism are captured by both analysis methods. It has also been found that the beam＇s deformation is mainly controlled by the axial component of the oblique impact in the early phase of the dynamic response, the deformation mechanism is obviously different from the case of a transverse impact. With further development of the response, the axial component attenuates rapidly and gives negligible contribution to the yielding of the beam cross-section. At the same time, the bending moments along the cantilever develop gradually and dominate the beam＇s deformation. The numerical results indicate that the mass, impact speed and oblique angle are the important factors that influence the elastic-plastic dynamic response of a cantilever beam.     

双金属层状板中软界面层对裂纹扩展的影响

采用带软界面层的双金属层状板，分析了裂纹垂直于界面扩展过程中的力学行为。带单边裂纹的钢／铝层板的弯曲疲劳实验表明，裂尖接近软铝界面层时裂纹扩展速率da／dN变化很大；裂纹扩展到达界面层时发生偏折。利用有限元软件分析了裂纹尖端前沿应力和应变的变化规律，计算结果表明：软铝界面层出现较大塑性应变，增加了裂纹扩展阻力，并使裂纹扩展力△K减小，导致了da／dN降低．而软界面层中的T应力增高，造成裂纹偏折现象。