THE ANALYTIC SMOOTHING EFFECT OF LINEAR LANDAU EQUATION WITH SOFT POTENTIALS

In this work,we study the linearized Landau equation with soft potentials and show that the smooth solution to the Cauchy problem with initial datum in L^(2)(ℝ^(3))enjoys an analytic regularization effect,and that the evolution of the analytic radius is the same as the heat equations.

MHz cut-off frequency and permeability mechanism of iron-based soft magnetic composites

The lack of soft magnetic composites with high power density in MHz frequency range has become an obstacle in the efficient operation of the electrical and electronic equipments.Here,a promising method to increase the cut-off frequency of iron-based soft magnetic composites to hundreds of MHz is reported.The cut-off frequency is increased from 10 MHz to 1 GHz by modulating the height of the ring,the distribution of particles,and the particle size.The mechanism of cut-off frequency and permeability is the coherent rotation of domain modulated by inhomogeneous field due to the eddy current effect.An empirical formula for the cut-off frequency in a magnetic ring composed of iron-based particles is established from experimental data.This work provides an effective approach to fabricate soft magnetic composites with a cut-off frequency in hundreds of MHz.

A dissolution-diffusion sliding model for soft rock grains with hydro-mechanical effect

The deformation and failure of soft rock affected by hydro-mechanical（HM） effect are one of the most concerns in geotechnical engineering, which are basically attributed to the grain sliding of soft rock. This study tried to develop a dissolution-diffusion sliding model for the typical red bed soft rock in South China. Based on hydration film, mineral dissolution and diffusion theory, and geochemical thermodynamics, a dissolution-diffusion sliding model with the HM effect was established to account for the sliding rate. Combined with the digital image processing technology, the relationship between the grain size of soft rock and the amplitude of sliding surface was presented. An equation for the strain rate of soft rocks under steady state was also derived. The reliability of the dissolution-diffusion sliding model was verified by triaxial creep tests on the soft rock with the HM coupling effect and by the relationship between the inversion average disjoining pressure and the average thickness of the hydration film. The results showed that the sliding rate of the soft rock grains was affected significantly by the waviness of sliding surface, the shear stress, and the average thickness of hydration film. The average grain size is essential for controlling the steady-state creep rate of soft rock. This study provides a new idea for investigating the deformation and failure of soft rock with the HM effect.

Response models of weakly consolidated soft rock roadway under different interior pressures considering dilatancy effect

Surrounding rocks of weakly consolidated soft rock roadway show obvious strain softening and dilatancy effects after excavation. A damage coefficient concerning modulus attenuation was defined. Response models of stress and displacement of surrounding rock of soft rock roadway and analytical expressions to calculate plastic zones under different interior pressures and non-uniform original rock stresses were derived based on damage theories and a triple linear elastic-plastic strain softening model. Influence laws of dilatancy gradient on damage development, distributions of stresses and displacement in plastic region were analyzed. Interior pressure conditions to develop plastic region under different origin rock stresses were established and their influences on plastic region distribution were also discussed. The results show that the order of maximum principle stress is exchanged between ~0 and trr with the increase of interior pressure P0, which causes distributions of plastic zone and stress shift. Dilatancy effect which has great influences on the damage propagation and displacements in plastic region has little effect on the size of plastic region and stress responses. The conclusions provide a theoretical basis for a reasonable evaluation of stability and effective supporting of weakly consolidated soft rock roadway.

Hopkinson Effect in Soft Magnetic Materials

The μi-T curves of the alloy Fe73.5Cu1 Nb3Si13.5B9 in the amorphous state and in the nanocrys-talline state have been investigated. For comparison, μi-T curves of the other two kinds of typical soft magnetic alloys also have been measured. It was found that a sharp Hopkinson peak appeared at the Curie point for each amorphous and crystalline alloy but there was no Hopkinson peak for the nanocrystalline alloy at the Curie point of the residual amorphous phase. This phenomenon has been explained in terms of the characteristic temperature dependence of the effective magnetic anisotropy.

Effect of intermediate principal stress on strength of soft rock under complex stress states

A series of numerical simulations of conventional and true triaxial tests for soft rock materials using the three-dimensional finite difference code FLAC3D were presented. A hexahedral element and a strain hardening/softening constitutive model based on the unified strength theory(UST) were used to simulate both the consolidated-undrained(CU) triaxial and the consolidated-drained(CD) true triaxial tests. Based on the results of the true triaxial tests simulation, the effect of the intermediate principal stress on the strength of soft rock was investigated. Finally, an example of an axial compression test for a hard rock pillar with a soft rock interlayer was analyzed using the two-dimensional finite difference code FLAC. The CD true triaxial test simulations for diatomaceous soft rock suggest the peak and residual strengths increase by 30% when the effect of the intermediate principal stress is taken into account. The axial compression for a rock pillar indicated the peak and residual strengths increase six-fold when the soft rock interlayer approached the vertical and the effect of the intermediate principal stress is taken into account.

Determination of combined effect of ampli- fication and attenuation of soft rock site us- ing digital seismic data

In the paper, for the application of stochastic simulation of ground motion, we put forward a method to determine ″the combined effect of amplification and attenuation″ (combined effect for short) of soft rock site by using digital seismic data of moderate and small earthquakes. Our approach aims at solving the problem of the combined effect of soft rock site, which is difficult to determine in most regions of China because fewer measures were done for S-wave velocity structure. The combined effect of soft rock site can be determined by using the approach recom- mended by us. An example is given to discuss the practical application of the method.

Deployment of Soft Skills for Effective Customer Service in the 21^stCentury Library

The advent of information communication technology in the information environment has brought dramatic changes in the way information is being handled and managed today. This wind of change engineered by ICT has also changed the information seeking behavior of users making them to place more demands on libraries. There is a need for libraries to strive to be effective in their services to customers in order to remain relevant in the information age. The paper considered the deployment of soft skills expressed in terms of staff appearance, approachability, effective communication, positive attitude, ability to cope in difficult situation, and so on, for more effective customer services in the 21st century library. The paper concluded that, effective customer service in libraries is imperative in the 21st century library as it will make library users feel important, improves learning, increases patronage, and promotes library and university image. The outcome of this paper will help the management of libraries irrespective of the type to be more effective in the services they render to their clients. This will ultimately increase patronage and clients retention.

Multi-physical Modeling and Adjusting for Ultrasonic Assisted Soft Abrasive Flow Processing

The polishing efficiency of the soft abrasive flow(SAF)method is low,which is not in line with the concept of carbon emission reduction in industrial production.To address the above issue,a two-phase fluid multi-physics modeling method for ultrasonic-assisted SAF processing is proposed.The acoustics-fluid coupling mechanic model based on the realizable k-ε model and Helmholtz equation is built to analyze the cavitation effect.The results show that the pro-posed modeling and solution method oriented to ultrasonic-assisted SAF processing have better revealed the flow field evolution mechanism.The turbulence kinetic energy at different ultrasonic frequencies and amplitudes is stud-ied.Simulation results show that the ultrasonic vibration can induce a cavitation effect in the constrained flow chan-nel and promote the turbulence intensity and uniformity of the abrasive flow.A set of comparative polishing experiments with or without ultrasonic vibration are conducted to explore the performance of the proposed method.It can be found that the ultrasonic-assisted SAF method can improve the machining efficiency and uniformity,to achieve the purpose of carbon emission reduction.The relevant result can offer a helpful reference for the SAF method.

深井松软围岩煤巷采动增跨效应及防控技术

针对深井松软煤巷围岩变形严重、巷道支护困难等问题,以城郊煤矿LW21106工作面沿空巷道为工程背景,建立了采动巷道增跨模型,揭示了采动增跨效应演化机理。通过构建巷道顶板横纵弯曲梁模型,指出顶板横向受力、巷道等效跨度、煤岩强度是巷道围岩损伤破坏的主控因素,提出了采动增跨效应防控对策并进行工业性试验。研究结果表明:受采动影响,巷道经历“初始围岩稳定—围岩裂隙发育扩展—围岩剪切破坏加剧—等效跨度增加”过程;巷道顶板最大正应力与应力集中系数、顶板等效跨度、巷道断面尺寸及埋深成正相关关系;巷道顶板在高应力环境下易发生拉剪破坏,增加顶板锚索数量以及锚索预紧力有利于增强顶板初期完整性。基于巷道变形破坏主控因素,提出“围岩加固–卸压–强化支护”协同防控策略;针对现场条件,采用煤柱侧向切顶+注浆加固并对破碎区域补充锚索强化支护的防控技术。现场监测结果表明,煤柱帮最大移近量为18.89cm,顶板下沉量为25.86cm,两帮移近量为29.65 cm,有效控制了煤巷围岩变形,为深井松软围岩巷道变形控制提供了参考。

软黏土地区深大基坑工程桩-连续墙体系空间变形效应

土体开挖过程中深大基坑存在明显的空间变形效应,对其主体结构力学行为产生影响。以新建苏州南站枢纽深大基坑为工程背景,考虑地连墙厚度及工程桩的影响,基于ABAQUS建立三维空间有限元模型,采用修正剑桥模型考虑软黏土的应变硬化特征,从地连墙侧向位移、墙后地表沉降、工程桩和坑底土体隆起3个方面,研究软黏土地区深大基坑工程桩-连续墙体系的变形特征及空间效应。研究结果表明:深大基坑地连墙的侧向位移和地表沉降均呈现明显的角部效应,基坑A区(地连墙厚度1 m、桩径1 m)地连墙侧向位移角部效应的影响范围为1.05~1.71倍开挖深度,基坑B区(地连墙厚度0.8 m、桩径1.5 m)地连墙侧向位移角部效应的影响范围为0.91~1.48倍开挖深度;基坑A区、B区地表沉降角部效应的影响范围分别为1.24~2.10和1.77~2.47倍开挖深度;深大基坑空间变形角部效应与工程桩桩径及地连墙厚度有关,并且对基坑长边的影响效果大于短边。工程桩可有效增大基坑开挖面以下土体的刚度,减小地连墙的侧向位移;增大地连墙厚度可有效降低基坑的整体变形。基坑工程桩与坑底土体隆起总体呈现中间大、周边小的特征,工程桩周边土体受其约束,隆起较小;在一定范围内,工程桩对土体隆起抑制作用与其桩径呈正相关,与其桩间距呈负相关。软黏土地区深大基坑设计计算中需关注工程桩-连续墙结构体系的空间变形效应。

基于MF-EI法的水闸底板脱空参数反演

为了更好地解决水工结构以损伤诊断为目标的传感器布置问题,以软基水闸为研究对象、水闸底板脱空为损伤类型,针对传统有效独立法未考虑结构损伤信息的缺陷,将模态柔度作为结构损伤敏感特征量,并引入结构的模态柔度修正有效独立法,提出基于模态柔度-有效独立法(modal flexibility-effective independent method,简称MFEI)的水闸底板脱空参数反演方法。采用模态置信准则、Fisher信息阵、条件数准则和奇异值分解比准则4种评价指标,分别对距离系数-有效独立法(distance coefficient-effective independence method,简称DC-EI)、有效独立-总位移法(effective independence-total displacement method,简称EI-TD)和MF-EI法进行评价,并将3种方法得到的布置方案应用到不同工况下软基水闸底板脱空动力学反演中,对比分析3种方法各工况脱空参数的反演结果。结果表明:MF-EI法测得的模态矩阵具有更好的正交性、可观测性和模态扩阶性,同时保留了对软基水闸底板脱空敏感的损伤信息,3种工况下的脱空参数反演识别精度分别提高至97.5%,96.1%和75.9%,是一种较为有效的水闸底板脱空参数反演方法。

长江漫滩相超固结软土最大动剪切模量试验研究

为探究长江漫滩相超固结软土最大动剪切模量G_(max)变化特征,利用弯曲元对原状长江漫滩相软土开展了系列试验研究,探讨了不同超固结比H_(OCR)、初始有效固结围压σ'_(3c)及孔隙比e对漫滩相软土G_(max)的影响规律。试验结果表明,当σ'_(3c)和H_(OCR)均相同时,G_(max)随e的增大而减小;H_(OCR)的增大会导致G_(max)随e的衰减速度逐渐降低,而σ'_(3c)的增大不会引起G_(max)衰减速度的变化。孔隙归准化最大剪切模量G_(max)/F(e)随归准化初始有效围压σ'_(c0)/Pa的增大而增加,但其增长速率逐渐降低,G_(max)/F(e)与σ'_(3c)/Pa呈幂函数关系。基于回归分析,提出了合理表征具有不同超固结状态、初始应力条件及密实程度的长江漫滩相软土G_(max)预测方法,并通过独立试验验证了该方法的有效性。

温度效应影响下的海相软土静力学特性试验

弄清温度作用下海相软土的力学变化对海底管道的建设与长期运行有着重要作用。针对广东汕尾海相软土,进行了一系列的基本物理力学性质试验,并通过X射线衍射仪、X射线荧光光谱仪和扫描电镜仪对其矿物成分、元素组成和微观结构进行了分析。通过温控三轴仪对其开展了等向固结与偏压固结条件下的固结不排水室内试验,试验结果表明:当轴向应变较小时,环境温度和固结应力比Kc对饱和广东软土的不排水剪切特性影响表现为环境温度越高或固结应力比越小,其割线模量越大,且其割线模量与固结应力比呈反比,与环境温度呈幂函数关系。轴向应变增大时,其峰值强度受环境温度和固结应力比共同影响,而其峰值孔压受环境温度影响较小。试样初始干密度会对等向固结土(Kc=1.00)的不排水剪切特征产生影响:试样初始干密度越大,峰值孔压越小,峰值强度越大,且温度升高时其峰值强度的下降幅度越大。固结应力比会影响不同环境温度下饱和广东软土的峰值强度与有效应力路径:当Kc=1.00、0.67时,环境温度上升对饱和广东软土起软化作用;当Kc=0.50、0.40时,环境温度上升则对其起硬化作用。

面向软体机器人的磁流变弹性体变刚度模型研究

软体机器人在柔性抓取时存在手爪刚度单一不足的情况,而且磁流变弹性体的变刚度范围有限,本文提出了一种变刚度范围大的磁流变弹性体模型。在磁流变效应基础上设计了一种以磁流变弹性体为主体材料的“菱形”变刚度模型,并给出了3D打印模型与铸造技术工艺。通过电磁铁产生的磁场,构建了一种磁-力耦合模型,分析了“菱形”变刚度模型主要刚度变化关系,探索了影响模型变刚度的因素。通过建立的实验平台,结果表明:本文提出的“菱形”模型可以大幅提高磁流变弹性体的变刚度范围,并且可以实现通过控制电流大小来控制模型的刚度大小,含有3个“菱形”结构的模型在磁场下刚度变化的百分比可以高达约58%,可使磁流变弹性体作为类“皮肤”应用在软体机器人手爪上。

软土中单侧边载作用下桩基负摩阻力研究

软土中因土体压缩性较高,在边载状况下易产生桩基负摩阻力,从而对工程产生安全隐患。本文通过有限元法对软土中受边载作用的桩基础所受到的桩基负摩阻力进行数值模拟,分析了不同边载等级、不同边载位距对软土中桩基负摩阻力、中性点位置和桩身轴力的影响。结果表明,在边载等级增加时,软土中桩身轴力有明显上升趋势,并随桩体埋深增加呈非线性趋势增长,而桩基负摩阻力随深度变化呈现非线性减小的趋势,桩体的下拉力增加,边载效应增强;同等级边载效应时,当边载与桩基之间的距离增加时,软土中桩基负摩阻力逐渐减小,中性点位置位于桩体靠近底部位置处,并随边载位置改变而受到一定影响。

预算软约束对地区经济增长的影响及其门槛效应研究

在内外需求日益疲软以及地方债务规模较大的情况下,我国推出了一系列积极的财政措施,这要求政府增加举债规模。本研究从全国范围和东、中、西部地区出发,使用基准回归模型和门槛效应模型对地方政府预算软约束对经济增长的影响进行了实证检验。研究发现,地方政府财政预算软约束显著阻碍了地区经济增长,且二者之间存在显著的门槛效应。异质性分析表明,地方政府预算软约束对经济增长的负向作用会受到区域差异的影响。因此,地方政府应采取优化转移支付制度、促进融资平台的市场化转型、完善过度负债约束机制、转变官员政绩考核理念、因地制宜地制定差异性防范政策等措施稳定地区经济增长。

甲硝唑、硝呋太尔制霉素阴道软胶囊、乳酸菌阴道胶囊联合治疗细菌性阴道炎的临床效果分析

目的 探讨三联用药方案(甲硝唑+硝呋太尔制霉菌素阴道软胶囊+乳酸菌阴道胶囊)对细菌性阴道炎(bacterial vaginosis, BV)患者的疗效。方法 方便选取2021年8月—2023年12月济南市第一人民医院收治的66例BV患者为研究对象,按照不同治疗方法分为两组,各33例。对照组予以甲硝唑、硝呋太尔制霉菌素软胶囊干预;研究组除了给予上述药物外,加用乳酸菌阴道胶囊干预。比较两组的临床疗效、阴道内环境及不良反应。结果 研究组治疗总有效率为96.97%(32/33),高于对照组的78.79%(26/33),差异有统计学意义(χ^(2)=5.121,P=0.024)。用药后,研究组乳酸杆菌、葡萄球菌、类杆菌、pH检验结果优于对照组,差异有统计学意义(P均<0.05)。两组不良反应发生率比较,差异无统计学意义(P>0.05)。结论 3种药物联用,对于BV不仅有较好的效果且安全性均较优,有利于提高患者阴道内环境改善效果。

高效防治半夏软腐病生防菌的筛选及其生物防治效果研究

[目的]本研究旨在从实验室现有的生防细菌菌库中筛选对半夏软腐病具有较高防治效果的生防菌株,为半夏软腐病的绿色防控技术提供新的菌株资源。[方法]通过平板拮抗从实验室保存的300株具有生防潜力的菌株中,筛选对半夏软腐病具有拮抗效果的菌株。进一步测定拮抗菌株的水解酶活性和透明圈半径,通过对抑菌圈和透明圈半径进行统计赋值得到对半夏软腐病较高防治效果的复筛菌株。通过离体及温室防效试验验证复筛菌株对半夏软腐病的防治效果。[结果]初筛得到20株对半夏软腐病具有生防潜力的菌株,测定抑菌圈、透明圈半径大小,按照统计结果对20株菌株进行赋值,结果显示5YN8、XZ231和7Ze3赋值分数最高,分别为11.0、11.0和10.5。经离体防效验证得到20株初筛菌株对半夏软腐病腐烂程度的不同影响,对比赋值大小及半夏块茎的腐烂程度发现建立的赋值体系与菌株的生防效果具有较好的相关性,即赋值分数越高,半夏块茎的生防效果越好。将筛选得到的赋值分数最高的3株生防菌株5YN8、XZ231与7Ze3进行温室防效验证,发现它们对半夏软腐病防治效果分别为85.01%、79.55%和79.62%。通过16S rRNA基因测序比对发现5YN8为贝莱斯芽胞杆菌(Bacillus velezensis),XZ231和7Ze3均为枯草芽胞杆菌(Bacillus subtilis)。[结论]5YN8、XZ231与7Ze3三株生防菌株能够有效防治半夏软腐病,具有潜在的应用价值。

空间混合辐射环境器件单粒子在轨错误率预估及不确定度分析方法

针对空间混合辐射对器件单粒子在轨错误率的影响,基于典型静态随机存储器利用中国原子能科学研究院HI-13串列加速器以及钴源总剂量模拟辐照试验装置开展协合效应研究,发展了一种器件在混合辐射环境下的单粒子在轨错误率计算方法。并利用该方法计算了协合效应影响下的航天器典型任务周期器件的在轨错误率,同时分析了器件在轨错误率计算中的不确定度来源并计算了在轨错误率不确定度。结果表明,对于该类型器件,空间混合辐射场导致的协合效应将降低器件单粒子在轨错误率。