Correction of CT burst array errors in the generalized-lee-RT spaces

In [Jain, S.： Array codes in the generalized-Lee-RT-pseudo-metric （the GLRTP-metric）, to appear in Algebra Colloq.], Jain introduced a new pseudo-metric on the space Matm×s（Zq）, the module space of all m × s matrices with entries from the finite ring Zq, generalized the classical Lee metric [Lee, C. Y.： Some properties of non-binary error correcting codes. IEEE Trans. Inform. Theory, IT-4, 77- 82 （1958）] and array RT-metric [Rosenbloom, M. Y., Tsfasman, M. A.： Codes for m-metric. Prob. Inf. Transm., 33, 45-52 （1997）] and named this pseudo-metric as the Generalized-Lee-RT-Pseudo-Metric （or the GLRTP-Metric）. In this paper, we obtain some lower bounds for two-dimensional array codes correcting CT burst array errors [Jain, S.： CT bursts from classical to array coding. Discrete Math., 308-309, 1489-1499 （2008）] with weight constraints under the GLRTP-metric.     

瞬发超临界系统内持续裂变链的发展过程

根据基本的概率理论和瞬发临界附近有限裂变链的发展规律, 推导了单脉冲源条件下脉冲堆引发持续裂变链过程中的中子数与时间关系式, 并得到CFBR-Ⅱ堆上实验的验证. 该关系式进一步发展了Hansen理论模型, 除了可以描述裂变链后期的发展趋势, 还可以描述持续裂变链产生初期中子数的快速增长行为. 讨论了引发时间与源强的关系, 指出在弱源条件下, 引发时间几乎不依赖于源强. 关键词： 持续裂变链 脉冲堆 引发时间     

光突发交换网络核心节点中QoS策略研究

对OBS网络核心节点中所采取的多种改善QoS的策略进行了研究并提出了一种反馈证实机制以减少数据突发的丢失.其原理是在BCP传输建立端到端通路的过程中,如果在某核心节点处不能成功预约波长信道,该节点将在数据突发离开边缘节点之前返送NACK证实信息,取消边缘节点的该数据突发调度输出计划,并将其重新缓冲排队以备再次调度发送.这样可以尽量为数据突发提供可靠的波长路径,减少数据突发的丢失.     

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。     

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.     

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.      

用动光弹方法研究隧道岩爆的爆破扰动机理

利用动态光弹性方法,以Lamb模型为依据,研究了不同荷载形式下,模型内应力波的传播、相互作用规律以及刻槽的拦截效应。实验结果与弹性动力学解答基本一致:(1)倾斜冲击荷载作用下,模型内传播的有P波、S波和Rayleigh波,其中P波和Rayleigh波对岩爆有突出贡献;(2)等差条纹图的分布规律,可以合理解释岩爆高发区段与开挖面的位置关系;(3)模型表面的刻槽,可以实现对Rayleigh波的大量拦截,说明隧道表面切槽的岩爆控制方法理论上是可行的。     

光电探测器组件辐照后性能退化的噪声表征

本文用爆裂噪声表征总剂量电离辐射（TID）对光电探测器组件的损伤情况。通过对辐照前后的光电探测器组件进行噪声测试,然后对比分析其结果。实验结果表明,总剂量辐照后,相对于辐照前,光电探测器组件内部明显出现了爆裂噪声,即组件内部出现了大量缺陷,导致组件的可靠性降低。     

双均值逼近屈服准则解析含腐蚀缺陷管道爆破压力

通过对Tresca和TSS屈服边长和边心距的均值同时进行逼近,建立了一个线性屈服准则,称为双均值逼近屈服准则.该准则在π平面上是一个等边非等角的十二边形,位于Mises圆内部.利用该准则对受内压作用的管道进行塑性极限分析,导出了含腐蚀缺陷管道爆破压力的解析解.该解析解是管材屈强比(σY/σT)、原始管道厚径比(t0/D0)、抗拉强度σT以及缺陷深度比(d0/t0)的函数.对比表明,该解析解所预测爆破压力与已有模拟和实验数据吻合较好.影响参数的定量分析表明,爆破压力随着屈强比或原始管道厚径比的增大而增大,随着缺陷深度比的增加而减小.所建立的爆破压力解析解对于管道的选材、设计以及安全评估具有重要意义.