A NEW CYCLIC J-INTEGRAL FOR LOW-CYCLE FATIGUE CRACK GROWTH

The constitutive equation under the low-cycle fatigue (LCF) was discussed, and a two-dimensional (2-D) model for simulating fatigue crack extension was put forward in order to propose a new cyclic J-integral. The definition, primary characteristics, physical interpretations and numerical evaluation of the new parameter were investigated in detail. Moreover, the new cyclic J-integral for LCF behaviors was validated by the compact tension (CT) specimens. Results show that the calculated values of the new parameter can correlate well with LCF crack growth rate, during constant-amplitude loading. In addition, the phenomenon of fatigue retardation was explained through the viewpoint of energy based on the concept of the new parameter.     

未熔透尺寸对十字焊接接头疲劳性能影响规律试验研究

针对某厂一压力机架的焊接结构，采用极大似然方法，进行了部分熔透焊接十字接头的拉—拉疲劳试验，得到了该类结构的Ｐ－Ｓ－Ｎ对数曲线。研究了未熔透尺寸对接头的应力集中系数、疲劳强度和试件疲劳破坏形式的影响规律，结果表明，在焊缝与母材等强的情况下，当未熔透尺寸２ａ／Ｔ＜０．５时，其疲劳性能无明显减弱；而当未熔透尺寸２ａ／Ｔ＞０．５时，则接头的抗疲劳性能有显著的改变。     

往复摩擦下热压镍－二硫化钼复合材料的自润滑性能及其耐磨机理研究

对于含ＭｏＳ２的复合材料在单向滑动摩擦条件下的实用性能，人们已经进行了比较多的研究，然而好多摩擦部件在工程实际中经受的却都是往复摩擦。为了探明热压Ｎｉ－ＭｏＳ２复合材料的自润滑性能及其耐磨机理，在往复摩擦条件下研究了这种材料盘表面和偶件ＧＣｒ１５钢球表面之ＭｏＳ２膜的形成过程与形貌特征，并且利用扫描电子显微镜等观察分析了ＭＯＳ２膜的磨损表面形貌及其微区成分。结果表明，在给定的往复摩擦条件下，对偶双方表面都形成了具有层状结构的ＭｏＳ２润滑膜，这种膜是通过疲劳剥落、转移、粘附与叠压等方式所形成；ＭｏＳ２含量对Ｎｉ－ＭｏＳ２复合材料自润滑性能的影响，主要取决于它是否能够在对偶双方表面形成分布均匀而稳定的润滑膜，含６０％（ｗｔ）ＭｏＳ２的复合材料的自润滑性能最好；Ｎｉ－ＭｏＳ２复合材料的自润滑性是通过其表面ＭｏＳ２膜的连续生成与疲劳剥落，并在偶件表面形成转移膜，使复合材料与金属间的摩擦变成复合材料表面ＭｏＳ２膜与偶件表面ＭｏＳ２膜之间的摩擦所实现。由此可见，Ｎｉ－ＭＯＳ２复合材料是适合在往复摩擦运动场合应用的一种性能良好的自润滑复合材料。     

复合材料疲劳Ⅱ型层间裂纹扩展门槛值试验方法研究

疲劳裂纹扩展门槛值在结构损伤安全设计中具有重要作用，该文提出了复合材料Ⅱ型疲劳裂纹扩展门槛值的试验方法，并实测了两种复合材料的疲劳裂纹扩展门槛值。     

Mechanism of Fatigue-Crack Growth under Compressive External Stresses

A specimen with a crack shaped like a thin long defect with parallel edges and a rounded tip of finite radius is considered. When the specimen is subjected to compressive cyclic loads, the stresses in zones adjacent to the crack tip vary according to a sign-variable cycle because of plastic strains occurring at the crack tip. This can cause fatigue-crack growth. Results of numerical simulations and experimental data support the possibility of fatigue-crack growth in the field of compressive external stresses. __________ Translated from Prikladnaya Mekhanika i Tekhnicheskaya Fizika, Vol. 46, No. 6, pp. 108–115, November–December, 2005.     

试验确定自增强圆筒的表面裂纹K1因子和疲劳扩展规律

本文提供了一种可以进行自增强处理的圆筒试样,通过实验用柔度法确定了该试样的表面裂纹的应力强度因子,介绍了含表面裂纹试样的柔度测试技术,导出了柔度与表面裂纹尖端前缘各点的应力强度因子的关系式,该式可作为各种含表面裂纹试样柔度法测表面裂纹 K_1因子的参考,本文还测定了不同自增强程度下,自增强圆筒的表面裂纹疲劳扩展规律。     

回火温度对40Cr钢疲劳裂纹萌生寿命的影响

用系统分析的方法，通过三点弯曲疲劳试验，以数值描述的方式，在线跟踪了40Cr钢及其在三种回火温度下疲劳裂纹萌生过程的疲劳损伤，实验结果表明：随着回火处理温度的提高，40Cr钢的疲劳裂纹萌生寿命都有不同程度的提高．但裂纹萌生寿命在低于450℃的温度范围里，随着回火温度的提高，裂纹萌生寿命有明显的提高，在450℃至580℃范围内，随回火温度的上升，裂纹萌生寿命则没有明显的增加．     

Lengthscale-dependent,elastically anisotropic,physically-based hcp crystal plasticity: Application to cold-dwell fatigue in Ti alloys

A crystal plasticity model for hcp materials is presented which is based on dislocation glide and pinning. Slip is assumed to occur on basal and prismatic systems, and dislocation pinning through the generation of geometrically necessary dislocations (GNDs). Elastic anisotropy and, through the coupling of GNDs with slip rate, physically-based lengthscale effects are included.     

STOCHASTIC MODELLING OF FATIGUE CRACK GROWTH UNDER CONSTANT AMPLITUDE LOADING

Two stochastic models of fatigue crack growth under constant amplitude cyclic loadingare proposed and studied by using the stochastic averaging method and total probability theorem to ac-count for high frequency component and low frequency component, respectively, of the irregular na-ture of fatigue crack growth observed in Virkler's experiment. Particular attention is paid to the predic-tion performance of the models under a change in the initial crack length. It is shown that the modelsproposed in the present paper yields better agreement with experimental data than other models avail-able in literature.     

水工混凝土S-N和P-S-N曲线特性研究

在已知混凝土静压强度分布的基础上使用S－N曲线模型推导出一种疲劳寿命满足的分布，并对水工混凝土做了大量的等幅抗压疲劳试验。通过分析发现，实验数据能较好地符合该分布，同时得出了该种混凝土的S－N曲线和P－S－N曲线。