理论模型在高质量、无缺陷铸坯生产中的应用

尽管连续铸钢技术已经在全世界广泛、成功地应用，然而通过现存所选择的工艺和设计参数来生产高质量产品还有一些障碍。近年来，通过冶金工作者的不断努力，取得了一些突破性成就。     

Calibration of the Weibull stress scale parameter, σu, using the Master Curve

This work proposes that the Weibull stress scale parameter, σ_u, increases with temperature to reflect the increasing microscale toughness of ferritic steels caused by local events that include plastic shielding of microcracks, microcrack blunting, and microcrack arrest. The Weibull modulus, m, then characterizes the temperature invariant, random distribution of microcrack sizes in the material. Direct calibration of σ_u values at temperatures over the DBT region requires extensive sets of fracture toughness values. A more practical approach developed here utilizes the so-called Master Curve standardized in ASTM Test Method E1921-02 to provide the needed temperature vs. toughness dependence for a material using a minimum number of fracture tests conducted at one temperature. The calibration procedure then selects σ_u values that force the Weibull stress model to predict the Master Curve temperature dependence of K_Jc values for the material. At temperatures in mid-to-upper transition, the process becomes more complex as fracture test specimens undergo gradual constraint loss and the idealized conditions of high-constraint, small-scale yielding assumed in E1921-02 gradually degenerate. The paper develops the σ_u calibration process to incorporate these effects in addition to consideration of threshold toughness effects and the testing of fracture specimens with varying crack-front lengths. Initial illustrations of the calibration process for simpler conditions, i.e. 1T crack-front lengths, use the temperature dependent flow properties and a range of toughness levels for an A533B pressure vessel steel. Then using the extensive fracture toughness data sets for an A508 pressure vessel steel generated recently by Faleskog et al. [Engng. Fract. Mech., in press], the paper concludes with calibrations of both m and σ_u over the DBT region and assessments of the Master Curve calibration approach developed here.     

走向嵌入式因特网

简要介绍嵌入式系统,嵌入式因特网的概念,以及对嵌入式设备因特网接入的展望     

降温替代法在改线施工中的应用

在线路升高改造中，由于线路局部升高，将引起线长的变化，因此需计算导线和地线的应力来进行线长调整，否则可能导致该耐张段应力增加。为此提出了一种试算方法——降温替代法，并通过实例详细说明了该方法的计算过程。     

1Cr17Ni2 钢锻造工艺试验

通过对１Ｃｒ１７Ｎｉ２钢锻造工艺试验，掌握了锻件成形后的组织和力学性能，找出了锻件形成过程中使锻件各质点处于最佳应力状态的锻造工艺方法，避免锻造裂纹     

钢筋混凝土环形截面构件受弯时强度计算

空心圆形电柱在安装时可能受到弯曲作用，其强度计算，是在做了合理假定后推导力学方程式。求解方程式并非易事，即使使用计算机也只是试算求解，或采用图解法。本文给出求解联立方程组的计算方法。     

曲柄销轴断裂分析

对曲柄销轴在采油设备上的安装配合情况进行了调查，在此基础上，分析了销轴在采油设备工作时的受力情况，并通过化学分析、金相检验和扫描电镜等方法对销轴断裂失效进行了分析。结果表明，该销轴在交变偏斜拉应力的作用下，在销轴的应力集中处——退刀槽根部产生疲劳裂纹，最终导致疲劳断裂。另外钢材质量欠佳、组织不良也促进了断裂过程的进行。     

FEM for evaluation of weight functions for SIF, COD and higher-order coefficients with application to a typical wedge splitting specimen

In the evaluation of accurate weight functions for the coefficients of first few terms of the linear elastic crack tip fields and the crack opening displacement (COD) using the finite element method (FEM), singularities at the crack tip and the loading point need to be properly considered. The crack tip singularity can be well captured by a hybrid crack element (HCE), which directly predicts accurate coefficients of first few terms of the linear elastic crack tip fields. A penalty function technique is introduced to handle the point load. With the use of these methods numerical results of a typical wedge splitting (WS) specimen subjected to wedge forces at arbitrary locations on the crack faces are obtained. With the help of appropriate interpolation techniques, these results can be used as weight functions. The range of validity of the so-called Paris equation, which is widely used in the evaluation of the COD from the stress intensity factors (SIFs), is established.     

Analysis of non-localized creep induced strains and stresses in notches

A method for the estimation of time-dependent strains and stresses induced in notches has been developed. The aim of the method is to generate a solution for the creep strain and stress at the notch root based on the linear-elastic stress state, the constitutive law, and the material creep model. The proposed solution is an extension of Neuber’s total strain energy density rule for the case of time-independent deformation. The method was derived for both localized and non-localized creep in a notched body. Predictions were compared with finite element data and good agreement was obtained for various geometrical and material configurations in plane stress conditions.