检定声级计有关性能用猝发声的研究

在相关标准中,规定检定声级计有关性能用的猝发声必须“零起零落”。本文通过实验验证指出,猝发声“零起零落”与否,对声级计的检定结果有明显影响,但其差别远小于相应容差的1／10,这一差别对计量检定要求来说是很小的,可忽略不计。因而,在声级计检定中没有必要强调猝发声必须“零起零落”。     

强流非聚焦型相对论性电子束的产生及其特性的研究

本文论述产生强流非聚焦型相对论性电子束的物理机制及其特性,结合国际上和中国原子能科学研究院的工作来说明产生这种束流的几个关键的技术问题,如阴极等离子体的形成和运动,电子束流自磁场对束流箍缩及束流密度均匀性的影响、阳极等离子体的形成及其影响等。至今为止国际上尚未形成一种比较严格的理论模型来解析该二极管中的电子束行为,本文试图将国际上有关这方面的研究做个综述并对一些分析做些改进,如束流自磁场对箍缩及束流密度均匀性的影响。     

对“基于实测数据的特种球形压力容器爆破压力计算公式”一文的商榷

为给比较、选择与确定合适的钢制球形容器爆破压力计算公式提供依据,建立了评价计算公式精度的准确性与集中性指标.基于59组实测数据,分析了钢制球形容器爆破压力4种计算公式的精度.得到如下结论:公式的准确度(爆破压力计算值与实测值之比)平均值与变异系数分别是其精度准确性与集中性的评价指标;对于多层球形容器,当材料屈强比为0.720 9~0.847 5且容器径比为1.053~1.107时,中径公式准确度平均值为0.977 0,变异系数为0.035 4;当材料屈强比为0.336 2~0.618 9且容器径比为1.109~1.257时,中径公式准确度平均值为1.169 1,变异系数为0.108 3;与其他3种公式相比,中径公式计算钢制薄壁多层球形容器爆破压力精度高,计算钢制薄壁单层球形容器爆破压力集中性高.     

Burst reducing servers in ATM networks

We study a stream of traffic or message as it is transferred over an ATM connection consisting of burst reducing servers. A message is modeled as a deterministic fluid flow, and an ATM node is modeled as a server which allocates bandwidth to messages. A message's burstiness curve b() is the buffer size needed to prevent cell loss if it is served at rate. A server is burst reducing if its output message is always less bursty than the input message. Two popular bandwidth allocation schemes — the fixed rate and the leaky bucket server — are shown to be burst reducing. We also present a new class of burst reducing servers, the affine servers. We derive buffer requirements along a multi-hop connection and the final fluid flow reaching the destination as a message goes through a sequence of burst reducing servers. Finally, we suggest an approach to defining service quality.Part of this work was presented at Globecom'91, December 1991, and Infocom'93, March 1993.     

Effect of molecular weight and degree of deacetylation on controlled release of isoniazid from chitosan microspheres

Glutaraldehyde cross‐linked chitosan microspheres for controlled release of isoniazid were prepared using chitosan of different molecular weights (MWs) and degrees of deacetylation (DDAs). Chitosan microspheres were characterized for their size, hydrophobocity, degree of swelling and loading of isoniazid. Hydrophobicity of chitosan microspheres increased on increasing the degree of cross‐linking and MW of chitosan. Chitosan microspheres with high degree of deacetylation (DDA) (75 wt%), high MW chitosan (2227 kg mol^?1), and with 12 wt% concentration of glutaraldehyde showed optimum loading and release of isoniazid. The isoniazid from chitosan microspheres was released in two steps, i.e. burst (%R_B) and controlled (%R_C) steps. The microspheres with low MW chitosan (260 kg mol^?1) and low DDA (48 wt%) showed prominent burst release of isoniazid, but microspheres with high MW chitosan (2227 kg mol^?1) and high DDA (75 wt%) have released more isoniazid in a controlled manner (60 wt%) at 37°C in a solution of pH 5.0 ± 0.1. The burst step of drug release (%R_B) has followed first order kinetics, whereas controlled step of drug release (%R_C) followed zero order kinetics. The burst step of drug release was Fickian and controlled step was non‐Fickian in nature. The diffusion constant (D) for isoniazid release was influenced by the properties of chitosan and degree of cross‐linking. Copyright © 2007 John Wiley & Sons, Ltd.     

Mechanical investigation of bilayer vascular grafts electrospun from aliphatic polyesters

Electrospun biodegradable vascular grafts provide a wide range of design components from the selection of materials to the modification of fiber structure. In this study, both single layer and bilayer tubular scaffolds with inner diameter of 6 mm were electrospun from polycaprolactone with different molecular weights and poly(l ‐lactide) caprolactone polymers. Bilayer scaffolds were designed by using different combinations of the polymer types in each layer and obtaining fiber orientation in outer layers. Scaffolds were analyzed morphologically and mechanically. Obtained results of mechanical performance were discussed according to the used polymer‐type composition, fiber orientation, and composite effect of both layer in the final graft. Smooth muscle cells were seeded on the scaffolds to test biocompatibility of presented scaffolds. Results indicate that the use of different biodegradable polymers in different combinations in each layer causes notable differences in fiber morphology and mechanical performance of the scaffolds. Moreover, fiber orientation in outer layer improves tensile strength and burst pressures in radial directions while creating a suitable fibrous layer for smooth muscle cells by mimicking the extracellular matrix of tunica media in native vessels. Copyright © 2016 John Wiley & Sons, Ltd.     

Precision Mass Measurements of Short-lived Nuclides at the Heavy-ion Storage Ring in Lanzhou

Recent commissioning of the Cooler Storage Ring at the Heavy Ion Research Facility in Lanzhou enabled us to conduct high-precision mass measurements at the Institute of Modern Physics in Lanzhou (IMP). In the past few years, mass measurements were performed using the CSRe-based isochronous mass spectrometry employing the fragmentation of the energetic beams of 58Ni, 78Kr, 86Kr, and 112Sn projectiles. Masses of short-lived nuclides on both sides of the stability valley were addressed. Relative mass precision of down to 10−6 ~ 10−7 is routinely achieved. The mass values were used as an input for dedicated nuclear structure and astrophysics studies, providing for instance new insights into the rp-process of nucleosynthesis in X-ray bursts. In this contribution, we briefly review the so far conducted experiments and the main achieved results, as well as outline the plans for future experiments.     

高瓦斯煤层冲击地压发生条件与影响因素

针对高瓦斯煤层冲击地压问题,用解析方法得到冲击地压发生条件,分析了主要影响因素对满足冲击地压发生条件的临界塑性区半径和临界应力的影响规律.结合五龙矿开采实际情况对影响高瓦斯煤层冲击地压的煤的模量比、煤层瓦斯孔隙压力、支护应力和内摩擦角4个因素做了对比分析.研究发现:高瓦斯煤层在巷道掘进面附近由于存在开挖面空间效应,掘进面前方尚未开挖的煤体对巷道变形起到了限制作用,减少了冲击地压的发生,随着掘进面向前推进,后方一定距离范围内的巷道支护应力增大.随着瓦斯解吸渗流的进行,巷道壁处孔隙压力降低,巷道冲击地压危险性明显提高,此时提高支护应力,冲击危险性有所降低.高瓦斯煤层巷道发生冲击地压的临界塑性区半径和临界应力随模量比、瓦斯孔隙压力的增大而快速减小,随支护应力的增大而增大,临界塑性区半径随内摩擦角的增大而增大,临界应力与内摩擦角不是单调函数关系,存在一个极小值点,当内摩擦角小于此极小值时,临界应力随内摩擦角增大而减小;当内摩擦角大于此极小值时,临界应力随内摩擦角增大而增大.     

关于脆性岩体岩爆成因的理论分析

大型工程开挖中,高地应力环境下高储能脆性岩体通常会通过脆性破裂快速释放应变能,产生岩爆。针对这类岩爆现象进行了一系列理论探讨,认为:(1)开挖条件下脆性岩体的岩爆破坏主要为张破裂或者张剪性破裂,破裂角一般较小,呈薄片状或刀口状。笔者认为开挖产生次生张应力和压剪应力条件下微裂纹裂尖出现张应力是可能的,因此采用格里菲斯强度理论研究开挖岩体破裂是有效的; (2)以格里菲斯强度理论为基础,分析了岩体在二维和三维情形下的岩爆破裂应力判据和破裂角,指出在有张应力的条件下,岩体的剪破裂角会减小,直至为零,这就解释了开挖面附近薄片状、刀口状破裂现象的原因; (3)分析了脆性岩体岩爆破裂的能量过程,指出张性破裂所耗能量较小,而张剪性和压剪性破裂耗能较高。认为岩爆破裂消耗的能量主要转化为新生裂纹的表面能和破裂碎片的动能,并指出表面能所占比例较动能为小。由此解释了脆性岩体岩爆破坏以动力效应为主的特征; (4)本文理论分析成果的工程应用价值在于:可以预示开挖脆性岩体破裂部位、破裂方式和破裂范围; 提出岩爆破裂的张性应力控制依据。     

Height of burst explosions: a comparative study of numerical and experimental results

In the current work, we use the Constant Volume model and the numerical method, Regularized Smoothed Particle Hydrodynamics (RSPH) to study propagation and reflection of blast waves from detonations of the high explosives C-4 and TNT. The results from simulations of free-field TNT explosions are compared to previously published data, and good agreement is found. Measurements from height of burst tests performed by the Norwegian Defence Estates Agency are used to compare against numerical simulations. The results for shock time of arrival and the pressure levels are well represented by the numerical results. The results are also found to be in good agreement with results from a commercially available code. The effect of allowing different ratios of specific heat capacities in the explosive products are studied. We also evaluate the effect of changing the charge shape and height of burst on the triple point trajectory.