压水堆核电厂冷却剂碘同位素活度比值131I/133I与燃料完整性关系研究

压水堆核电厂正常运行期间燃料元件破损会造成一回路裂变产物活度升高,碘同位素活度比值131I/133I是行业内最常用的判断燃料破损情况的指标之一。本文介绍了压水堆正常运行期间冷却剂131I和133I的产生来源和迁移过程,建立模型估算了燃料完整、小破口和大破口情况下131I/133I范围,并通过在运CPR1000型压水堆核电厂的运行监测数据对计算模型进行了验证,两者符合得较好。     

斩波串级调速系统换相失败的分析与仿真

换相失败是串级调速系统逆变器的常见故障,与许多因素有关。分析了串级调速系统换相失败的原因及其影响因素,并针对电源故障引起的换相失败,提出了控制方法,运用MATLAB/simulink对该方法进行仿真研究。结果表明该方法是准确的、可行的,便于工程上的应用研究。     

摩托车离合器主轴断裂失效分析及其机理

本文分析了摩托车离合器主轴用材、金相组织、显微硬度以及断口扫描电镜(SEM)宏观、微观形貌,结果表明,该摩托车离合器主轴断裂主要原因是轴颈突变截面尖角顶端曲率半径ρ值太小,形成很大的应力集中从而形成裂纹源,然后裂纹逐步扩展造成的。     

Boolean difference techniques in fault tree analysis

For an electrical, mechanical, or hybrid system described diagramatically as a network of interconnected components, fault tree modeling of system reliability as a function of individual component failure probabilities gives rise to logic expressions obtained from the network connections. Application of the method of Boolean differences in the analysis of such Boolean expressions is discussed, and it is shown that the influence of the status of specific components on the reliability of the total system may be investigated by straightforward algebraic operations on the network failure function.     

Could SGLT2 Inhibitors Improve Exercise Intolerance in Chronic Heart Failure?

Despite the constant improvement of therapeutical options, heart failure (HF) remains associated with high mortality and morbidity. While new developments in guideline-recommended therapies can prolong survival and postpone HF hospitalizations, impaired exercise capacity remains one of the most debilitating symptoms of HF. Exercise intolerance in HF is multifactorial in origin, as the underlying cardiovascular pathology and reactive changes in skeletal muscle composition and metabolism both contribute. Recently, sodium-related glucose transporter 2 (SGLT2) inhibitors were found to improve cardiovascular outcomes significantly. Whilst much effort has been devoted to untangling the mechanisms responsible for these cardiovascular benefits of SGLT2 inhibitors, little is known about the effect of SGLT2 inhibitors on exercise performance in HF. This review provides an overview of the pathophysiological mechanisms that are responsible for exercise intolerance in HF, elaborates on the potential SGLT2-inhibitor-mediated effects on these phenomena, and provides an up-to-date overview of existing studies on the effect of SGLT2 inhibitors on clinical outcome parameters that are relevant to the assessment of exercise capacity. Finally, current gaps in the evidence and potential future perspectives on the effects of SGLT2 inhibitors on exercise intolerance in chronic HF are discussed.     

P波空间斜入射下沥青混凝土面板堆石坝响应特性及面板破坏评价

地震波入射方位和斜入射角度对于沥青混凝土面板堆石坝地震响应结果有着显著影响。本文从地震动传播机制出发,基于波场叠加原理,推导了P波以任意入射方位角和斜入射角空间斜入射下弹性半空间自由场计算公式,建立了P波空间斜入射波动输入模型。以不同应变率下的沥青混凝土单轴动态拉伸试验结果为基础,提出了考虑抗拉强度随应变率实时变化的沥青混凝土面板破坏评价方法。考虑16种不同入射方位角和斜入射角下的P波空间斜入射工况,从面板应力和加速度两方面分析了入射方位角和斜入射角对某实际沥青混凝土面板地震响应特性的影响,并进行了沥青混凝土面板的抗拉破坏评价,分析了静态评价方法与动态评价方法的差异。结果表明,所建立的P波空间斜入射波动输入模型能够准确模拟半空间自由场,波动输入数值解与解析解符合良好;与垂直输入射相比,面板顺水流向、垂直水流向加速度峰值最大分别增加135.9%和92.7%,竖向加速度峰值最大减少68.3%;空间斜输入导致面板动应力增大,主拉应力和主压应力最大分别增加3.6倍和2.7倍,忽略入射方位角和斜入射角可能会严重低估面板的地震响应。传统将静态强度提高30%作为动态强度的面板抗拉破坏判别方法过于严格,本文提出的考虑应变率效应的沥青混凝土面板破坏评价方法较为符合实际。     

汽车转向拉杆断裂失效分析

某车辆在一次轮侧碰撞事故中,其转向拉杆在与梯形臂连接的螺纹处发生断裂。通过宏观检查、化学成分分析、显微组织分析、断口扫描电镜分析以及建立其力学模型进行稳定计算并综合分析后认为,该拉杆具有早期缺陷。很大程度上降低了其安全系数。在有缺陷的情况下,横拉杆的稳定极限载荷为24．41kN,承载能力较其正常稳定极限载荷50．23kN下降了51．4％。该转向拉杆在此次事故中受到冲击载荷,在横截面积最小处即连接螺纹处发生失稳,最终断裂失效。     

350MW超临界直流锅炉水冷壁H型鳍片开裂失效分析

采用宏观形貌分析、化学成分分析、显微组织分析和数值模拟等方法对某电厂350MW超临界直流锅炉水冷壁H型鳍片开裂原因进行分析。分析结果表明,该锅炉水冷壁H型鳍片开裂的主要原因是鳍片较宽且厚度设计过小,致使鳍片不能被有效冷却而造成严重老化和脱碳,在交变热应力的作用下产生热疲劳而开裂。通过分析计算,确定了鳍片的合理厚度供参考。     

高铁移动通信的特殊性讨论

简要介绍了高铁通信遇到的特殊环境技术问题,如快速功控失效、无线信号包络莱斯分布、多普勒效应使基带信号频谱展宽、车厢窗户穿透损耗和入射角损耗加大、智能天线作用受限、小区硬切换信令开销增大等,并提出了适于高铁通信的无线覆盖方案。     

Numerical investigation of fracture behavior of tunnel by excavation loading

A rock failure process analysis model, RFPA2D code, a two-dimensional numerical code, were proposed. The code not only satisfied the global equilibrium, strain consistent and nonlinear constitutive relationship of rock and soil materials but also took into account the heterogeneous characteristics of rock materials at macroscopic and microscopically level. The failure behavior of tunnel could be simulated by this numerical model. The model could realistically simulate the fracture behavior of tunnel by excavation loading, strength limits, and post peak response for both tension and compression. As the proposed method was used to conduct the stability analysis of tunnel, the safety factor of tunnel was defined as the ratio of actual shear strength parameter to critical failure shear strength parameter. Not only the safety factor of tunnel with specific physics meaning can be obtained, but also the overall failure process and the location of failure surface may also be determined at the same time.