Fabrication and characterization of APT specimens from high dose heavy ion irradiated materials

The next generations of advanced energy systems will require materials that can withstand high doses of irradiation at elevated temperatures. Therefore, a methodology has been developed for the fabrication of high-dose ion-irradiated atom probe tomography specimens at a specific dose with the use of a focused ion beam milling system. The method also enables the precise ion dose of the atom probe tomography specimen to be estimated from the local concentration of the implanted ions. The method has been successfully applied to the characterization of the distribution of nanoclusters in a radiation-tolerant 14YWT nanostructured ferritic steel under ion irradiation to doses up to 400 displacements per atom.     

地震作用下混凝土重力坝破坏过程与破坏形态数值仿真

在考虑混凝土材料细观非均匀性影响的基础上,探讨了在材料参数和地震动等不确定性因素影响下混凝土重力坝的破坏过程和破坏形态。通过对金安桥混凝土重力坝的180个样本的非线性数值模拟统计分析,得到了不同水平地震作用下的大坝损伤破坏情况,并提炼出4种典型的破坏形态。计算结果表明随着地震动的增大,大坝损伤总体上趋于严重,但也存在高地震动水平下轻微损伤的情况。典型的破坏形态除了坝头折断、坝踵开裂以外,还发现了下游面起裂、贯穿至上游的情况,且随着地震峰值加速度的增大而越发明显。这对于全面了解重力坝地震损伤的薄弱环节,优化抗震措施提高大坝抗震能力是十分有意义的。     

地震待载作用下地下韵筋混凝土结构 报伤破杯模拟研究

综合运用钢筋混凝土和土体两种材料非线性本构模型,对某工程实例进行地震破坏的模拟研 究。分析结果表明,结构内部在强震作用下产生了混凝土开裂、钢筋屈服等损伤和破坏,通过与采用 弹性结构模型的计算结果进行对比,发现采用弹性结构模型虽然可以得到与非线性模型相近的结构位 移,但是会显著低估结构内发生的变形,并且无法准确指示结构内部发生损伤的部位。因此,采用非 线性结构模型分析地下结构的抗震安全性是非常必要的。     

大采高综放开采煤岩损伤统计力学模型

根据特厚煤层大采高综放开采煤壁前方支承压力的分布特征,从煤岩内部缺陷的随机性分布特征出发,基于反映煤岩内部缺陷的微元强度服从韦布分布的概念,建立了支承压力作用下煤岩的损伤统计力学模型,确定了特厚煤层大采高综放面在煤壁片帮不影响生产的情况下的合理采高,并分析了特厚煤层大采高综放面合理采高与煤壁片帮程度、煤层内摩擦角、煤层...     

EFFECTS OF ENTRAINED AIR MANNER ON CAVITATION DAMAGE

Early in 1953 the experiments by Peterka proved that air entrainment has effects on decreasing cavitation damage.This technology has been widely used in the release works of high dams since the inception of air entrainment in the Grand Goulee Dam in 1960.Behavior,mechanism and application of air entrainment for cavitation damage control have been investigated for over half century.However,severe cavitation damage happened due to complex mechanism of air entrainment.The effects of air entrainment are related...     

Research in the Development of Finite Element Software for Creep Damage Analysis

This paper reports the development of finite element software for creep damage analysis. Creep damage deformation and failure of high temperature structure is a serious problem for power generation and it is even more technically demanding under the current increasing demand of power and economic and sustainability pressure. This paper primarily consists of three parts： （1） the need and the justification of the development of in-house software; （2） the techniques in developing such software for creep damage analysis; （3） the validation of the finite element software conducted under plane stress, plane strain, axisymmetric, and 3 dimensional cases. This paper contributes to the computational creep damage mechanics in general.     

潜艇战场损伤评估仿真中的关键技术研究

研究了潜艇战场损伤仿真评估中的两个关键问题,在综合分析潜艇战场损伤因素的基础上,提出了基于历史数据的损伤日志知识库,并结合专家意见和损伤分析技术,定义了新的仿真数据的综合获取技术,定义和构建了仿真体系中各Agent的体系结构以及协作执行单元。仿真结果证明了数据综合获取技术和结构体定义的有效性。     

僵尸网络BotNet探讨

僵尸网络Botnet是一种攻击者利用互联网秘密建立的可以集中控制的计算机群,由于数量巨大,成为目前威胁互联网安全的一个重要因素。该文从僵尸网络的定义出发,探讨了僵尸网络的组成、分类和典型代表,分析了僵尸网络的工作过程,以及可能产生的危害,并提出相关问题的解决方法思路。     

CMOS图像传感器辐照损伤效应仿真模拟研究进展

CMOS图像传感器(CIS)工作在空间辐射或核辐射环境中遭受的辐照损伤问题备受关注。对CIS辐照损伤效应进行仿真模拟研究有助于深入揭示辐照损伤机理,进而开展抗辐射加固设计,有效提升CIS抗辐照能力。文章通过梳理国内外开展CIS辐照损伤效应仿真模拟研究方面的进展情况,结合课题组已开展的电子元器件辐照效应仿真模拟和实验研究基础,从CIS器件建模、时序驱动电路建模、辐照损伤效应建模、仿真模拟结果校验等方面探讨了CIS辐照损伤效应的仿真模拟方法,分析总结了当前CIS辐照效应仿真模拟研究中亟待解决的关键技术问题。     

Evaluation of pore structure and its influence on permeability and moisture damage in asphalt concrete

This study evaluates the pore structure of asphalt concrete (AC) samples by measuring the different components of pore space and their contributions to permeability and moisture damage. Three components of the total pore space namely permeable, dead-end and isolated pores are quantified using tracer test, which is a combination of permeameter and salt concentration measuring meter. Permeable pores become impermeable if an AC sample is compacted below 5% air voids. Permeable pores increase with an increase in sample radius. It is observed from this study that the permeable pore has a good correlation with permeability, whereas total pore shows a poor correlation with permeability. The effects of permeable and dead-end pores on moisture damage of asphalt concrete are evaluated using a moisture induced sensitivity testing device and the AASHTO T 283 method. It is observed that permeable and dead-end pores do not contribute to moisture damage of AC samples.