断面有效正应力对断层侧向封闭能力的控制作用

小位移断层的侧向封闭性决定断层圈闭富集油气的能力,随着油气勘探技术理论的发展,曾被忽略的小位移断层在油气勘探和开发过程中的作用日益突出。为了明确小位移断层的内部结构特征及其对断层侧向封闭性的影响,应用自主研发的高压低速环形剪切装置,以断面有效正应力为变量,对高孔隙度纯净砂岩开展环形剪切物理模拟实验,分析断面有效正应力对断层侧向封闭性的影响。结果表明:断裂在高孔隙纯净砂岩内以碎裂作用机制为主,形成典型的碎裂型断层岩,其渗透率明显降低,是导致同层砂岩对接段侧向封闭的根本原因。在其他因素固定的条件下,断面有效正应力越大,断层岩碎裂程度越大,颗粒直径和孔隙度越小;岩石颗粒的破碎及碎屑基质的填充导致断裂带孔隙度和渗透率明显降低。断面有效正应力是小位移断层侧向封闭能力的主要控制因素,小位移断层具有富集油气的潜力。研究结果对裂陷盆地断块油气藏勘探开发具有重要的指导意义。

不同车流对桥梁静三分力及局部风压影响的风洞试验研究

在风-车-桥耦合系统中,不同交通状态车辆将引起桥梁气动力和局部风压的变化。采用测压法测试了不同车流下桥梁断面三分力系数随攻角的变化情况,研究了不同车流下车辆对三分力系数以及局部风压的影响。研究结果表明:在堵车情况下车辆对桥梁断面三分力影响最大,车辆引起桥梁阻力系数和升力矩系数显著减小,使升力系数增大。在车桥耦合风场作用下,桥梁顶面迎风侧压力值产生由正到负的剧烈幅值变化。

基于理论推导的前端结构耐撞性设计

为使车身结构耐撞性开发工作更早地介入到项目开发中来,并获得理想的前端结构压溃模式以及碰撞波形,推导了前端结构断面力以及长度的理论方法。引入三阶等效波形的设计方法,将碰撞波形分为:吸能盒压溃阶段﹑纵梁前端压溃阶段﹑纵梁后端以及前围侵入3个阶段;分别设定每个阶段前期的波形目标,推导结构的断面力;依据能量守恒原理,推导每个阶段结构的长度。仿真验证了该推导方法。结果表明:用本方法推导的断面结构可以实现理想的轴向压溃模式。因而,用该方法可以在概念设计阶段有效地确定车身结构的关键设计参数,尤其适用于完全正向开发车型。

Microstructure and property of rheocasting AZ91 slurry produced via ultrasonic vibration process

The microstructure and mechanical properties of rheocasting AZ91 magnesium alloy were investigated. The semisolid slurry of this alloy was prepared by ultrasonic vibration （USV） process and then shaped by high pressure diecasting （HPDC）. The results show that fine and spherical a-Mg particles were obtained by USV at the nucleation stage, which was mainly attributed to the cavitation and acoustic streaming induced by the USV. Extending USV treatment time increased the solid volume fraction and average particle size, the shape factors were nearly the same, about 0.7. Excellent semisolid slurry of AZ91 magnesium alloy could be obtained within 6 rain by USV near its liquidus temperature. The rheo-HPDC samples treated by USV for 6 min had the maximum ultimate tensile strength and elongation, which were 248 MPa and 7.4%, respectively. It was also found that the ductile fracture mode prevailed in the rheocasting AZ91 magnesium alloy.

软土地层桩基承载模式及其施工因素的相关性

在建立符合工程特性的桩基承载模型基础上,推导出桩基承载力、轴力分布深度的理论算式。模拟土体物理力学参数的变化,系统研究施工因素、工程地质因素及环境因素变化对桩基承载模式的影响。结果表明,桩侧摩擦抗力从桩基顶部以线性函数形式向下传递,其对应的桩体轴力以二次函数形式向下传递;桩基存在零轴力断面,其深度受桩顶荷载、土体强度参数和变形参数等综合影响;当施工因素和环境因素改变,将对桩基零轴力断面位置深度产生显著影响,从而对桩基的承载力和承载模式产生影响。

High prestress truss cable support principle and its application in large cross section coal roadway

With the enlarge of cross section of roadway, the radius of plastic area and broken area increase, and the tensile stress and shear stress distributing in roof coal-rock layers relevantly increase, which induce support effect not obvious for ordinary bolt（cable）. While bounding point and support structure of the truss cable is in vertex angle of roadway, and supplies coal-rock layers in bounding area with the horizontal and vertical pressure, so it settles the support problems in large cross section coal roadway. From the point of view of mechanics, gave emphasis on the invalid mechanics of ordinary bolt （cable） in large cross section coal roadway and supported mechanics of prestress truss cable. The author successfully used this technique in Wuyang Mine, and had the huge economic efficiency and the social benefit.

Pressure from surrounding rock of three shallow tunnels with large section and small spacing

With the increasing traffic demand, the closely built three or more tunnels with large section play a significant role in the tunnel construction. However, the interaction among tunnels has important influences on the security and economy of tunnel engineering, and the calculation of pressure from the surrounding rock during the excavation is one of the problems that need to be solved urgently. Based on the practical engineering of three tunnels, the load model of three tunnels was proposed in consideration of the interaction and excavation sequence between tunnels. In comparison with the load model of single tunnel, the construction mechanical characteristics of the three tunnels were analyzed. The results show that the rock pressure of three tunnels calculated by the current tunnel design code is not reliable, and the interaction force increases with the spacing between tunnels.

Sheet metal hardening curve determined by laminated sample and its adaptability to sheet forming processes

The hardening curve for sheet metal can be determined from the load-displacement curve of tensile specimen with rectangular cross-section. Therefore,uniaxial compression test on cylinder specimen made from laminated sample is put forward. Considering the influence of anisotropy on hardening properties and the stress state in popular forming process,plane strain compression test on cubic specimen made from laminated sample was advanced. Results show that the deformation range of hardening curves obtained from the presented methods is wide,which meets the need for the application in sheet metal forming processes. In view of the characteristics of methods presented in the paper and the stress strain state of various forming processes,the adaptability of the two methods presented in this paper is given.

Mechanical properties and stress corrosion cracking behaviour of AZ31 magnesium alloy laser weldments

An AZ31 HP magnesium alloy was laser beam welded in autogenous mode with AZ61 filler using Nd-YAG laser system.Microstructural examination revealed that the laser beam weld metals obtained with or without filler material had an average grain size of about 12 μm.The microhardness and the tensile strength of the weldments were similar to those of the parent alloy.However,the stress corrosion cracking （SCC） behaviour of both the weldments assessed by slow strain rate tensile （SSRT） tests in ASTM D1384 solution was found to be slightly inferior to that of the parent alloy.It was observed that the stress corrosion cracks originated in the weld metal and propagated through the weld metal-HAZ regions in the autogenous weldment.On the other hand,in the weldment obtained with AZ61 filler material,the crack initiation and propagation was in the HAZ region.The localized damage of the magnesium hydroxide/oxide film formed on the surface of the specimens due to the exposure to the corrosive environment during the SSRT tests was found to be responsible for the SCC.

Clinical leadership behaviors among critical care nurses in private and governmental hospital:A cross-sectional survey

Objectives This study aimed to investigate clinical leadership behaviors among critical care nurses and compare the differences between nurses in private and public hospitals.Methods A cross-sectional survey including 365 critical care nurses with a bachelor’s degree in nursing science were recruited in two Egyptian hospitals(a government teaching hospital and one private hospital from January to March 2019.A socio-demographic characteristics form and the Clinical Leadership Behaviors Questionnaire(CLB-Q)were used to collect data.For comparison and analysis,the mean score was calculated and converted to a percentage value.Results Results showed that the overall mean score of nurses’clinical leadership behaviors was 77.11±11.87,the level was higher,and the highest score of the communication dimension was 91.84±7.38.The mean score of nurses at a private hospital(90.48±5.53)was higher than that at a government teaching hospital(68.29±4.21)(P<0.001).On nursing experience,nurses with 5–10 years had higher mean score in self-awareness,advocacy and empowerment,decision making,quality and safety,teamwork,and clinical excellence dimension of clinical leadership behavior than those who worked less than 5 years or more than 10 years(P<0.01).Single nurses had higher mean score in advocacy and empowerment,decision making,quality and safety,and clinical excellence dimension of clinical leadership behavior than those who married(P<0.01).Conclusions Nurse managers should foster clinical leadership by enabling critical care nurses to practice clinical excellence and encouraging their attendance in training programs on quality and safety.Nurses in government hospitals need improvement in clinical leadership behaviors regarding all dimensions.

Stress spatial evolution law and rockburst danger induced by coal mining in fault zone

In order to explore the influence of coal mining disturbance on the rockburst occurring in fault zone, this research constructed a mechanical model for the evolution of fault stress, and analyzed the influence of the ratio of horizontal stress to vertical stress on the stability of fault, and the spatial distribution of the stress in fault zone as well as its evolution rule. Furthermore, the rockburst danger at different spatial areas of fault zone was predicated. Results show that: when both sides of the working face are mined out, the fault zone in the working face presents greater horizontal and vertical stresses at its boundaries but exhibits smaller stresses in its middle section; however, the ratio of horizontal stress to vertical stress is found to be greater at middle section and smaller at boundaries. As the working face advances towards the fault, the horizontal and vertical stresses of the fault firstly increases and then decreases; conversely,the ratio of horizontal stress to vertical stress keeps decreasing all the time. Therefore, if the fault zones are closer to the goaf and the coal wall, the stress ratio will be smaller, and the fault slip will be more prone to occur, therefore rockburst danger will be greater. This research results provide guidance for the rockburst prevention and hazard control of the coal mining in fault zone.

Failure analysis study of railway draw-hook coupler

Failure analysis of railway draw-hook coupler was carried out.The nondestructive testing method was undertaken on some failed couplers in service to designate critical areas of a coupler.Draw-Hook coupler is used to connect with the same hook coupler or automatic coupler.The influence of each connection types on the coupler strength in this study was discussed.A numerical stress analysis using FEM was performed,and many approaches including critical plane approach were carried out on fatigue life prediction of coupler under different conditions.The results of the proposed fatigue criterion and fatigue life predictions,as well as static numerical analysis,are validated with experimental results.

Fracture mechanics model of fully mechanized top coal caving of shallow coal seams and its application

Based on break characteristics of roofs in fully mechanized top-coal mining of thick shallow coal seams, a fracture mechanics model was built, and the criterion of crack propagation in the main roof was derived using the fracture mechanics theory. The relationships between the fracture length of the roof and the working resistance of the supports were discovered, and the correlations between the load on the overlying strata and the ratio of the crack's length to the thickness of the roof were obtained. Using a working face of Jindi Coal Mine, Xing county Shanxi province as an example, the relationships between the fracture length of the roof and the working resistance of the supports were analysed in detail. The results give a design basis in hydraulic top coal caving supports, which could provide useful references in the practical application. On-site experiment proves that the periodic weighting step interval of the caving face is 15–16 m, which is basically consistent with the theoretical analysis results, and indicates that the mechanized caving hydraulic support is capable of meeting the support requirements in the mining of a super-thick but shallowly buried coal seam.

Analysis of insidious fault activation and water inrush from the mining floor

Based on the stress field distribution rule of the mining floor under abutment pressure, we have established a simplified mechanical model, which contains multiple factors relating to activation and evolution of insidious water-conductive faults. The influence of normal and shear stresses on fault activation and effective shear stress distribution in the fault plane was acquired under mining conditions.Using fracture mechanics theory to calculate the stress intensity factor of an insidious fault front, we have derived the criterion for main fault activation. Results indicate that during the whole working face advance, transpressions are exerted on fault planes twice successively in opposite directions. In most cases, the second transpression is more likely to lead to fault activation. Activation is influenced by many factors, predominant among which are: burial depth of the insidious fault, friction angle of the fault plane, face advance direction and pore water pressure. Steep fault planes are more easily activated to induce a sustained water inrush in the face.

The Effect of Static Stress Triggering of the M_S 7. 1 Yushu Earthquake

This paper calculates the static stress changes generated by the Yushu M_S 7. 1 earthquake in Qinghai Province. On the basis of regional stress,we take account of the static stress change triggered by the Yushu M_S 7. 1 earthquake to find the optimally oriented fault planes,then calculate the Coulomb stress change on the optimally oriented fault plane. The results indicate that most of the aftershocks are triggered by the mainshock. The image of Coulomb stress changes is also in accord with regional earthquakes ( M_L ≥3. 0 ) distribution,but the value is lower than 0. 01MPa. In addition,this paper calculates the Coulomb stress changes in the case that the aftershock fault plane is the same as the main shock. Through comparison,we find that the image of Coulomb stress changes obtained using the "optimally oriented fault"approach is more consistent with the distribution of Yushu aftershocks and regional earthquakes.

Mechanism and practice of rock control in deep large span cut holes

Deep large span cut holes are difficult to stabilize. The 7801 cut hole in the Lu'an Wuyang Mine was used as this project's background. The main factors affecting large span cut hole stability are analyzed. Pre- stressed bolting theory was used to design a roof control method for a large span roadway. By reducing the span and applying equal strength coordinated supports the rock could be stabilized. The control prin- ciples and methods are given herein along with the analysis. A double micro arch cross section roadway is defined and its use in solving the current problem is described. Beam arch theory was used to build a model of the double micro arch cross section roadway. A support reverse force model for the arch foot intersection was also derived. A support method based upon reducing the width of the large span in the cut hole is presented. These results show that the reduced span of the roadway roof plus the use of cable anchors and single supports gives an effective way to control the large span cut hole. On site monitoring showed that the reduced span support from the double micro arch cross section roadway design had a significant effect. The roadway surface displacement was small and harmful deformation of the cut hole was effectively controlled. This will ensure its long term stability.

Aged Patients and Use of Nonprescription Drugs

Elderly patients over 65, especially those over 75 years are more vulnerable to being prescribed inappropriate medications because of the high incidence of co-medication in this population resulting from the presence of multiple chronic diseases and also age-related changes in pharmacokinetics and pharmacodynamics. The aim at this study was to explore the habits of taking medications without recommendation fracture among older patients, to determine which medications are most often used without prescription, and if there is difference in this habits considering gender and age of respondents. Methods： A cross-sectional study was conducted by interviewing all patients 〉 65 years that have arrived from 01.10. to 15.12.2015 in one ambulance of the Health Center of Mostar using the adapted questionnaire made out for the research. 90 questionnaires were properly filled for analysis, 60.0% were women and 40.0% of them were men. There was 45.6% respondents between 65 and 75 years, and 54.4% 76 years and above. Resaults： 15.6% of respondents said that they don＇t take their therapy regularly. Women compared to men, significantly more often use non-prescription drugs （P = 0.007）. Analgesics and sedatives are more often used as non-prescription drugs, compare to supplements （P = 0.002）. Conclusion： This study, although conducted on a small sample should be an alarm for general practitioners. They should think more about adverse effects of drugs on the aged, and use Beers criteria in every day practice. In addition, pharmacists should respect the legislation and not sell drugs without doctor＇s prescription to which it applies.

Observation on Surface and Cross Section of Thin Film Solar Cells Using Atomic Force Microscope

Atomic force microscope (AFM) is able to produce three-dimensional digital data in both force-mode and height-mode and its applications are not limited to map the surfaces of conducting materials. It can use the force-mode to image the repulsive and attractive force patterns. The cross sections of polycrystalline CdS/CdTe and amorphous silicon heterojunction solar cells are observed with AFM. In case of short circuit, the microstructures of different layers in the samples are clearly displayed. When the cells are open circuit, the topographical images are altered, the potential outline due to the space charge in junction region is observed. Obviously, AFM can be employed to investigate experimentally built-in potential in junction of semiconductor devices, such as solar cells.

Correlation between women's sub-health and reproductive diseases with pregnancies and labors

OBJECTIVE: To investigate whether female sub-health conditions and reproductive diseases areassociated with pregnancies and labors.METHODS: A cross-sectional survey was performed by using a structured questionnaire. A total of 1343 women aged 35 years or younger in six urban areas of Chengdu were included in the study.According to the Screening Criteria of sub-health conditions, these women were categorized into three groups: postpartum healthy group,sub-healthy group, and reproductive disease group. Data were double-entered using EpiData and the nanalyzed by SPSS.RESULTS: Pregnancy and labor were correlated with postpartum sub-health conditions. The number of pregnancies was negatively correlated with women's postnatal health but was positively correlated with the incidence of postpartum reproductive diseases.CONCLUSION: The number of pregnancies and labors is probably an important factor leading to sub-health conditions and the occurrence of reproductive diseases in women. Avoiding or reducing unwanted pregnancies and labors, enhancing the awareness of health among child bearing-age women are effective measures for preventing sub-health conditions.

The interfacial fracture behavior of foam core composite sandwich structures by a viscoelastic cohesive model

A sandwich beam model consisting of two face sheets and a foam core bonded by a viscoelastic adhesive layer is considered in order to investigate interfacial fracture behavior. Firstly, a cohesive zone model in conjunction with a Maxwell element in parallel, or with a Kelvin element in series, respectively, is employed to describe the characteristics of viscoelasticity for the adhesive layer. The models can be implemented into the implicit finite element code. Next, the parametric study shows that the in- fluences of loading rates on the cohesive zone energy and strength are quite different for different models. Finally, a sandwich double cantilever beam model is adopted to simulate the interface crack growth between the face sheet and core. Numerical examples are presented for various loading rates to demonstrate the efficacy of the rate-dependent cohesive models.