Electro-elastic Fields of Piezoelectric Materials with An Elliptic Hole under Uniform Internal Shearing Forces

The existing investigations on piezoelectric materials containing an elliptic hole mainly focus on remote uniform tensile loads. In order to have a better understanding of the fracture behavior of piezoelectric materials under different loading conditions, theoretical and numerical solutions are presented for an elliptic hole in transversely isotropic piezoelectric materials subjected to uniform internal shearing forces based on the complex potential approach. By solving ten variable linear equations, the analytical solutions inside and outside the hole satisfying the permeable electric boundary conditions are obtained. Taking PZT-4 ceramic into consideration, numerical results of electro-elastic fields along the edge of the hole and axes, and the electric displacements in the hole are presented. Comparison with stresses in transverse isotropic elastic materials shows that the hoop stress at the ends of major axis in two kinds of material equals zero for the various ratios of major to minor axis lengths; If the ratio is greater than 1, the hoop stress in piezoelectric materials is smaller than that in elastic materials, and if the ratio is smaller than 1, the hoop stress in piezoelectric materials is greater than that in elastic materials; When it is a circle hole, the shearing stress in two materials along axes is the same. The distribution of electric displacement components shows that the vertical electric displacement in the hole and along axes in the material is always zero though under the permeable electric boundary condition; The horizontal and vertical electric displacement components along the edge of the hole are symmetrical and antisymmetrical about horizontal axis, respectively. The stress and electric displacement distribution tends to zero at distances far from the elliptical hole, which conforms to the conclusion usually made on the basis of Saint-Venant’s principle. Unlike the existing work, uniform shearing forces acting on the edge of the hole, and the distribution of electro-elastic fields inside and outside the elliptic hole are considered.

Analysis of Photoelectric Hybridization Measurement on Shearing Force for Flat Shearer

This paper introduces a kind of photoelectric hybridization measuring process.Owing to the characteristics of the compact form of shearing equipment to be analyzed and the connecting rod existing in two directional stress state during operation etc.,it is hard to obtain results by means of single electrical testing process.For this reason,this paper derives a group of calculation formulas of hybridization measuring process through comprehensive discussion of photoelectric analysis and electrical testing theories,thus providing an analytical method for actual measurement of complex engineering problems.

Effect of external shearing force on exfoliation structure and properties of high-performance epoxy/clay nanocomposites

To further investigate the influence of organic modifiers （primary amine with catalytic hydrogen and quaternary alkylammonium salt） on exfoliation behavior of clay tactoids, high-speed emulsifying and homogeneous mixing（HEHM） and ball milling were used to exert external shearing force on two organic clay tactoids (termed as (（MMT）DDA) and (（MMT）DBDA), respectively), which were organically modified with DoDecyl Amine（DDA） and Dodecyl Benzyl Dimethyl Ammonium chloride（DBDA）,respectively. The effects of external shearing force on microstructure and properties of both resultant nanocomposites were investigated by X-ray diffractometry（XRD）, transmission electron microscopy（TEM） and thermogravimetric analysis（TGA）. The results show that whether the clay tactoids are organically modified with catalytic primary amine or quaternary alkylammonium salt, the large agglomerates will not be finely dispersed or exfoliated by conventional mixing （magnetic stirring）. After being vigorously sheared by （HEHM） or ball milling, the dispersion and exfoliation of clay tactoids are increasingly promoted for both (（MMT）DDA) and (（MMT）DBDA), and the mechanical properties of the high-performance epoxy/clay nanocomposites are enhanced. For epoxy/(（MMT）DDA) nanocomposites, impact strength can be increased up to 44.5 kJ/m2 from 32.1 kJ/m2, which is about 39% higher than that of pristine matrix, and the flexural strength is enhanced by about 4%. A similar enhancement for epoxy/(（MMT）DBDA) nanocomposites has also been achieved. Improvement on thermal stability of epoxy/clay nanocomposites is dependent on the exfoliation of clay layers and molecular structure of the modifiers. The onset temperature is increased with the clay loading decreasing from 5% or higher content to 3%（mass fraction）, and the DBDA modifier with the heat-resistant benzyl may also improve the stability of epoxy/(（MMT）DBDA) nanocomposites.

Establishment of Optimal Blade Clearance of Stainless Steel Rolling-Cut Shear and Test of Shearing Force Parameters

The purpose aims to improve the plate shearing section quality and metal yield by means of optimal blade clearance adjustment model of rolling-cut shear and accurate calculation of the maximum shearing force , as well as for the system optimization design , structure optimization design to provide important basis.A 3 500mm rolling shear of a large stainless steel factory was taken as the test object , and the blade clearance under different influence factors of the clearance value and the shearing section were tested.The optimized production accumulated data regression analysis and the rolling shear process of stainless steel shear test.The test results show that the optimal blade clearance adjustment module is a comprehensive function , which include steel plate thickness , material , temperature and shear plate volume.The shear stress at starting stage with the relative penetration depth increases affected by the above factors , and the fracture peak decreases rapidly after being cut into the roll phase constant.

Numerical Simulation Analysis of Influence Factors to Shearing Force of Rolling Shear

The calculation results show that relative cut-in depth at the moment of maximum shearing force decreases with the increase of steel plate thickness; along with blade clearance increasing, shearing force would increase slightly compared with the slide pressure of blade carrier; shearing force increases significantly with the increasing blunt end radius; shearing force displays a bit decrement with the decreasing platen force, while the pressure on slide plate of blade carrier increases substantially; shearing force increases a bit with the increasing shear velocity and decreases when nip angle increases while the horizontal component force of shearing force along the direction of plate width increases rapidly. The above results have important reference and actual using value for studying calculation of mechanical parameters of rolling shear and its structural design.

Cyclic testing of moment-shear force interaction in reinforced concrete shear wall substructures

Previous quasi-static cyclic tests of shear walls,which routinely used an incremental lateral displacement test protocol with a constant axial load,failed to reflect the character of moment-shear force interaction of prototype buildings.To study the effect of the moment-shear force interaction on the seismic performance of shear walls,three identical 2-story shear wall specimens with different loading patterns were constructed at 1/2 scale,to represent the lower portion of an 11-story high-rise building,and were tested under reversed cyclic loads.The axial force,shear force and bending moment were simultaneously applied to simulate the effects of gravity loads and earthquake excitations on the prototype.The axial force and bending moment delivered from the upper structure were applied to the top of the specimens by two vertical actuators,and the shear force was applied to the specimens by two horizontal actuators.A mixed force-displacement control test program was adopted to ensure that the bending moment and the lateral shear were increased proportionally.The experimental results show that the moment-shear force interaction had a significant effect on the failure pattern,hysteretic characteristics,ductility and energy dissipation of the specimens.It is recommended that moment-shear force interaction should be considered in the loading condition of RC shear wall substructures cyclic tests.

Pushover analysis of asymmetric-plan buildings based on distribution of the combined modal story shear and torsional moment

A pushover procedure with a load pattern based on the height-wise distribution of the combined modal story shear and torsional moment is proposed to estimate the seismic response of 3D asymmetric-plan building frames. Contribution of the higher modes and torsional response of asymmetric-plan buildings are incorporated into the proposed load pattern. The proposed pushover method is a single-run procedure, which enables tracing the nonlinear response of the structure during the analysis and averts the elusiveness of conducting multiple pushover analyses. The proposed method has been used to estimate the response of two moment-resisting building frames with 9 and 20 stories. The obtained results indicate the appropriate accuracy and efficiency of the proposed procedure in estimating the trend of the drift profiles of the structures resulted from nonlinear time history analyses.

Large magnetic moment at sheared ends of single-walled carbon nanotubes

In this work we report that after single-walled carbon nanotubes(SWNTs) are sheared with a pair of titanium scissors,the magnetization becomes larger than that of the corresponding pristine ones. The magnetization increases proportionally with the number of SWNTs with sheared ends, suggesting that there exist magnetic moments at the sheared ends of SWNTs.By using the coefficient of this linear relation, the average magnetic moment is estimated to be 41.5 ± 9.8 μB(Bohr magneton) per carbon atom in the edge state at temperature of 300.0 K, suggesting that ultrahigh magnetic fields can be produced. The dangling sigma and pi bonds of the carbon atoms at sheared ends play important roles in determining the unexpectedly high magnetic moments, which may have great potential applications.

Predicting impact forces on pipelines from deep-sea fluidized slides:A comprehensive review of key factors

Deep-sea pipelines play a pivotal role in seabed mineral resource development,global energy and resource supply provision,network communication,and environmental protection.However,the placement of these pipelines on the seabed surface exposes them to potential risks arising from the complex deep-sea hydrodynamic and geological environment,particularly submarine slides.Historical incidents have highlighted the substantial damage to pipelines due to slides.Specifically,deep-sea fluidized slides(in a debris/mud flow or turbidity current physical state),characterized by high speed,pose a significant threat.Accurately assessing the impact forces exerted on pipelines by fluidized submarine slides is crucial for ensuring pipeline safety.This study aimed to provide a comprehensive overview of recent advancements in understanding pipeline impact forces caused by fluidized deep-sea slides,thereby identifying key factors and corresponding mechanisms that influence pipeline impact forces.These factors include the velocity,density,and shear behavior of deep-sea fluidized slides,as well as the geometry,stiffness,self-weight,and mechanical model of pipelines.Additionally,the interface contact conditions and spatial relations were examined within the context of deep-sea slides and their interactions with pipelines.Building upon a thorough review of these achievements,future directions were proposed for assessing and characterizing the key factors affecting slide impact loading on pipelines.A comprehensive understanding of these results is essential for the sustainable development of deep-sea pipeline projects associated with seabed resource development and the implementation of disaster prevention measures.

Finite Element Method Analysis of Effect of Blade Clearance on Plate Shearing Process

Blade clearance is an important technical parameter of the shear, which determines the shear quality of plate. The finite element method was used to simulate shearing process which is in the different specifications and blade clearances, and the impact on blade section and shearing force of blade clearance was analyzed. Comparing with traditional experience formulas and measured values, the limitations of the experience formulas were proved. And by contrasting with the shearing force data collected from Linfen Iron and Steel Company, the reliability of the finite element method was further proved. The simulated results show that the simulated values controlled by ductile fracture criterion and measured values are very close, and the deviation value is in the range of 4.8%-20.8%. For the same steel, if the plate is thicker, the blade clearance will be greater, and thickness and blade clearance are approximately linear. The difference between numerical simulation of the maximum shearing force and the measured results is 7.7% to 12.0%, and the simulation results are close to facts. With the increase of blade clearance and the thickness, the shearing force was increased to some degree.

Evaporating Momentum Force and Shear Force on Meniscuses of Elongated Bubble in Microchannel Flow Boiling

The evaporating momentum force and the shear force acting on the meniscus of an evaporating and elongating bubble in flow boiling in microchannel have been investigated theoretically and numerically.The concept of the effective evaporation region and the theory of the liquid layer supplement between elongated bubble and microchannel are proposed,and the analytical expressions of the evaporating momentum force and shear force have been obtained.The relative importance of both forces has been determined by the method of magnitude analysis and numerical simulation.It has been found that the evaporating momentum force can always be neglected in analyzing the bubble elongation process and the motion law of meniscus of elongated bubble in microchannel flow boiling,but whether the shear force should be considered or not is determined by its relative order of magnitude and the particular conditions such as channel dimension and the operating conditions.

BOP shear force evaluation under complex scenarios

As the“throat”of the drilling well control system,ram blowout preventers(BOPs)can effectively prevent blowout accidents.However,the ram shear mechanism under complex working conditions is unclear,and it is difficult to evaluate the ram BOP shear force,leading to frequent shear failure accidents in oilfields.Aiming at the above problems,this paper takes the double-V ram BOP as the research object,and integrates the methods of theoretical analysis,simulation modeling,and test verification to analyze the shear force in the pipe shear process under both static and moving conditions.A ram BOP shear force evaluation method is proposed based on equivalent stress.Finally,by comparing with calculation data and experimental data,the error between them is less than 5%,demonstrating the applicability and effectiveness of the proposed method.The research results can provide a theoretical basis for oilfield operations of ram BOPs.

Tensile and shearing behaviors of the particle raft

The particle raft is a two-dimensional condensed soft matter,which is composed of hydrophobic solid particles floating on a liquid surface.In this study,we have realized to conduct tension and shear experiments on the particle raft by using the self-assembled loading device.The crack initiation and propagation are observed by the camera,and the curve of the non-dimensional force with respect to the displacement is given.These experimental results have been compared with the particle flow code 3D(PFC3D)simulation,and they are in excellent agreement.It indicates that the particle raft possesses mechanical properties between solid and liquid.These findings provide some inspirations on engineering new devices and new materials at the microscale.

框架承担倾覆力矩的合理计算方法

为理清框架倾覆力矩的相关概念区别,并给出各自合理计算方法,对计算框架、支撑、框架+支撑、局部框架或者局部框架+支撑倾覆力矩的统一解法进行总结,给出相应的力学法。指出框架倾覆力矩和框架承担倾覆力矩之间的显著区别,给出两者的异同以及建筑结构中框架承担倾覆力矩的计算原则,并进一步给出合理计算框架承担倾覆力矩的方法,即修正的统一解法。修正的统一解法适用于一般建筑结构和带竖向构件转换的结构,也适用于带伸臂框架-核心筒结构。最后对典型结构算例的框架承担倾覆力矩进行计算分析,结果合理可行。

组合桥面板切应力分布规律及横向剪力钉布置

根据组合桥面板截面的切应力、剪力流分布规律,在混凝土板和钢顶板完全连接的条件下,理论推导出混凝土板和钢顶板的剪力流承担比例,证明组合桥面板层间纵向剪力小于采用组合梁公式得到的计算值.层间完全连接和通过弹簧单元模拟剪力钉离散连接开展的有限元计算均支持这一观点,验证了组合桥面板截面的竖向剪力主要由腹板承担的观点的正确性.探究横向上剪力钉的布置方式.结果表明,组合桥面板应沿横向全宽布置剪力钉,在腹板两侧进行加密,腹板正上方不宜布设剪力钉.

多连杆式下斜刃横切剪剪切力数值分析

针对多连杆式下斜刃横切剪剪切力求解问题,采用有限单元法建立了数值求解模型。用装配后的实物进行了剪切实验,将数值解和实验解、文献解进行对比,三者结果之间比较吻合,验证了数值求解模型合理性。对不同带材厚度h、剪刃侧向间隙Δ、下剪刃斜度tanα、剪切液压缸伸出速度v及上下剪刃磨损量ω下的横切剪剪切力分布规律进行了归纳。分析结果表明,下剪刃磨损对剪切力的分布影响大于上剪刃的磨损,剪切厚度为6mm的带材的最佳剪刃侧向间隙Δ可取为(0.4±0.1)mm、下剪刃斜度tanα可取为1/25、剪切液压缸伸出速度可取为(300±50)mm/s。提出了横切剪在设计、选型、电气调试以及实际使用过程中的一些建议。

锚杆岩体界面载荷传递规律及锚固长度设计

为揭示巷道围岩锚固界面脱粘失效机理,量化锚杆支护设计参数,采用三线性粘结滑移模型进行理论分析,对轴向载荷作用下锚固脱粘失效全过程中,锚固段界面剪应力、锚杆轴力分布演化规律以及界面极限锚固力进行研究,根据锚固段长度不同,得到两种界面剪应力分布演化类型。研究结果表明:当锚固长度较短时,界面剪应力存在全长软化阶段;当锚固长度较长时,界面剪应力存在弹性-软化-滑移三段共存阶段。锚固粘结界面弹性段、软化段、摩擦段内的剪应力分别呈现双曲余弦函数衰减分布、余弦函数上升分布、均匀分布规律,锚杆轴力随界面剪应力分布演化呈现多种形态的衰减分布规律。根据锚固界面模型解析计算获得极限锚固力,当不考虑脱粘摩擦力时,极限锚固力随锚固长度的增加趋近于某一固定值;当考虑脱粘摩擦力时,增加锚固长度能够持续提高锚固界面安全系数。研究成果可为锚固机制分析、锚杆支护参数设计提供理论参考。

基于力链变化的直剪试验数值分析

构造宏观力学与细观力学的联结,一直是岩土力学领域研究课题的热点。从宏、细观两个角度出发,利用颗粒流软件PFC 2D模拟直剪试验,对直剪试验各阶段进行分析,利用风玫瑰图描述力链的方向,综合试验、离散元颗粒流模拟和细观理论对直剪试验的力链分布变化及演化规律进行研究。结果表明,室内试验、数值模拟试验二者结果基本一致;剪切应力达到峰值前内部力链结构有规律地重构,强力链逐渐靠向角平分线;剪切应力达到峰值与水平方向呈接近45°夹角,在卸荷失稳阶段,弱力链重新分布,部分强力链转化而消散,绝大多数保留在剪切带周边。该研究可以更好地理解土体的细观力学机理,为相关数值模拟试验提供参考依据。

基于声辐射力脉冲成像的诊断模型对胆道闭锁患儿肝纤维化的应用价值

目的分析基于声辐射力脉冲成像(ARFI)定量参数建立的无创诊断模型对胆道闭锁患儿肝纤维化的诊断价值。方法回顾性收集100例接受ARFI检查并行肝门-空肠吻合术(Kasai’s)治疗及肝组织活检的胆道闭锁患儿,男42例,女58例,平均年龄(68.79±8.79)d。根据活检病理结果分为肝纤维化组(71例)和非肝纤维化组(29例)。依据Metavir分级标准将肝纤维化分为5级:F0(29例)、F1(31例)、F2(24例)、F3(11例)、F4(5例)。2组临床资料和ARFI定量参数的比较采用t检验或χ^(2)检验;采用单因素方差分析比较肝纤维化不同分级间的剪切波速度(SWV)。采用多因素Logistic回归分析影响胆道闭锁患儿发生肝纤维化的独立危险因素,并构建基于ARFI定量参数的无创诊断模型。采用受试者操作特征(ROC)曲线评价模型的诊断效能,计算其曲线下面积(AUC)。结果肝纤维化组血清中性粒细胞(NEUT)、总胆红素(TBIL)、层黏蛋白(LN)、透明质酸(HA)、Ⅲ型前胶原(PCⅢ)、Ⅳ型胶原(Ⅳ-Col)浓度,以及SWV均高于非肝纤维化组(均P<0.05)。多因素Logistic回归分析结果显示,SWV、血清TBIL及LN、HA、PCⅢ、Ⅳ-Col浓度高是影响胆道闭锁患儿发生肝纤维化的危险因素(均P<0.05)。基于SWV的无创诊断模型诊断胆道闭锁患儿发生肝纤维化的最佳临界值为1.75 m/s,敏感度、特异度、准确度、阳性预测值、AUC分别为93.15%、70.09%、90.25%、88.80%、0.922。结论基于ARFI定量参数建立的无创诊断模型,可较为准确地诊断出胆道闭锁患儿是否存在肝纤维化,且具有较高的应用价值。

四边固支板在均布荷载作用下的剪力分布规律

沉箱底板抗剪往往需要控制底板厚度,而现有剪力分布规律研究较少,针对此问题采用有限元方法进行不同组合工况的计算,研究四边固支板在均布荷载作用下,板边最大剪力分布以及最大剪力随板厚、边长、长宽比的变化关系,得出最大剪力与平均剪力之比的一般规律。研究结果表明:板边剪力分布呈类抛物线形,板边最大剪力值小于弹性薄板理论计算的最大剪力值;相同尺度和荷载情况下,矩形板厚度增大其板边最大剪力值将有所减小;矩形板尺度增大,板边最大剪力值将迅速增大且最大剪力与平均剪力之比也有所增大;对于常用沉箱纵横隔墙间距和底板厚度,板边最大剪力与平均剪力之比通常为1.3~1.6。总结剪力分布与仓格尺度的关系,旨在为类似工程设计提供参考。