Viscoelastic Effects in a Phosphate Glass-Metal Seal

A family of phosphate glasses has been developed with thermal expansion behavior in the elastic range that nearly matches the response of 304 stainless steel. Attempts to make concentric pin-shell seals consistently have yielded fractures between 400° and 300°C during cooling. Elastic stress analyses which neglect glass transitional behavior and utilize constant glassy ("elastic") thermal expansion coefficients predict a residual stress state that is compressive. However, viscoelastic computations which include the effects of structural relaxation during glass transtion show that tensile stresses sufficient to cause failure arise during cooldown of the seal.     

Prevention from Soft Errors via Architecture Elasticity

Due to the decreasing threshold voltages, shrinking feature size, as well as the exponential growth of on-chip transistors, modern processors are increasingly vulnerable to soft errors. However, traditional mechanisms of soft error mitigation take actions to deal with soft errors only after they have been detected. Instead of the passive responses, this paper proposes a novel mechanism which proactively prevents from the occurrence of soft errors via architecture elasticity. In the light of a predictive model, we adapt the processor architectures h01istically and dynamically. The predictive model provides the ability to quickly and accurately predict the simulation target across different program execution phases on any architecture configurations by leveraging an artificial neural network model. Experimental results on SPEC CPU 2000 benchmarks show that our method inherently reduces the soft error rate by 33.2% and improves the energy efficiency by 18.3% as compared with the static configuration processor.     

An Elastic Architecture Adaptable to Various Application Scenarios

The quantity of computer applications is increasing dramatically as the computer industry prospers. Meanwhile, even for one application, it has different requirements of performance and power in different scenarios. Although various processors with different architectures emerge to fit for the various applications in different scenarios, it is impossible to design a dedicated processor to meet all the requirements. Furthermore, dealing with uncertain processors significantly aggravates the burden of programmers and system integrators to achieve specific performance/power. In this paper, we propose elastic architecture （EA） to provide a uniform computing platform with high elasticity, i.e., the ratio of worst-case to best-case performance/power/performance-power trade-off, which can meet different requirements for different applications. It is achieved by dynamically adjusting architecture parameters （instruction set, branch predictor, data path, memory hierarchy, concurrency, status~zcontrol, and so on） on demand. The elasticity of our prototype implementation of EA, as Sim-EA, ranges from 3.31 to 14.34, with 5.41 in arithmetic average, for SPEC CPU2000 benchmark suites, which provides great flexibility to fulfill the different performance and power requirements in different scenarios. Moreover, Sim-EA can reduce the EDP （energy-delay product） for 31.14% in arithmetic average compared with a baseline fixed architecture. Besides, some subsequent experiments indicate a negative correlation between application intervals＇ lengths and their elasticities.     

含纳米ATO聚氨酯弹性抗静电涂料

以脂肪族聚氨酯弹性树脂为基体，透明纳米ATO导电粉为导电介质，添加超分散剂，采用物理与化学相结合的分散方法对纳米ATO进行预处理。主要解决纳米粒子的分散与团聚的难题，制备出可常温固化、颜色可调的含纳米ATO聚氨酯弹性抗静电涂料。讨论了基体树脂、纳米ATO含量、超分散剂种类与加量、研磨时间以及助剂等因素对抗静电涂料的表面电阻、耐候性、弹性、强度以及稳定性等性能的影响。同时对涂料的性能进行了测试与表征。     

外力作用速度对PVC试样拉伸性能的影响

分析了PVC的拉伸过程,讨论了外力作用速度对PVC的影响.结果表明:PVC的拉伸屈服强度随外力作用速度的提高而提高,断裂伸长率却随之下降.     

腈纶高缩毛条生产工艺探讨

分析了腈纶高缩纤维的特点，通过与常规纤维制条工艺比较，对高缩毛条生产工艺进行了探讨。实验结果表明：多区拉断机工艺条件是保证成品毛条缩率的重要因素，拉断机车速和热板间隙对成品毛条缩率有重要影响。     

高温下具有弹性支座钢构件的动力稳定荷载

根据弹性稳定理论原理研究了弹性支座钢构件在高温环境下的动力特性问题,导出了高温下杆件的动力稳定临界荷载计算式,并讨论了保护层厚度、长细比、阻尼、材料特性等因素对杆件动力稳定临界荷载的影响,探讨了在实际工程中如何减小结构失稳的问题,可为钢结构抗火设计提供参考.     

泡沫金属的力学性能研究

利用Gibson—Ashby模型,对泡沫金属的基本参量（弹性模量和泊松比）进行了理论分析,建立了泡沫金属在弹性范围内的弹性模量和泊松比随相对密度变化的关系式,通过与Nieh等人的实验结果和Roberts等人的有限元分析结果比较表明,得到的关系式能较好地反映泡沫金属特性。研究表明,对于同一模型中,在相时密度相同的情况下,开孔泡沫金属材料的筋条截面惯性矩越大,其弹性模量越大,而泊松比越小。     

多荷载耦合作用下立井井壁潜在破坏区的确定

首先采用弹性理论对立井井壁进行了分析,建立了井壁破坏的理论模型,进而采用通用有限元软件ANSYS,建立了立井井壁的大型三维分离式有限元数值模型。运用这两种模型详细研究了多种荷载耦合作用对立井井壁的影响,多种荷载包括：随深度变化的土压力、随时间变化的疏水附加力以及井壁自身重量。确定了立井井壁在这三种荷载综合作用下的应力、应变集中区,论证了井壁破坏理论中疏水附加力理论的正确性,对井壁设计理论以及加固区域的确定提供了一定的理论指导。本文有限元模型的建立方法以及得到的结论,在一定程度上丰富了立井井壁理论的内容,增加了立井井壁理论研究的方法,促进了井壁附加应力说的发展。     

再生混凝土单轴受压变形性能的试验研究

对再生混凝土与普通混凝土的单轴受压性能进行了对比试验研究,主要包括弹性模量、应力应变曲线上升段以及峰值应变.研究结果表明,再生混凝土的弹性模量比普通混凝土低,用普通混凝土弹性模量计算公式不再适用于再生混凝土,在对试验数据进行了回归分析的基础上,提出了再生混凝土弹性模量的计算公式.应力应变曲线的上升段与普通混凝土相似,都是用3次多项式拟合,其峰值应变比普通混凝土高.