腘动脉弯曲特征在下肢缺血病变腔内治疗中的应用

目的评估动脉在膝关节不同功能状态下的弯曲特征,探讨动脉的弯曲特征在下肢缺血性病变中腔内治疗中的临床意义。方法选择2014年9月到2015年8月我院动脉硬化闭塞症16例(16条肢体)患者,采取膝关节屈曲和伸直位对动脉造影,明确动脉拐点所在位置;根据动脉拐点所在位置进行动脉支架治疗。结果 动脉具有多种弯曲形态,其中4例拐点位于P1段,10例位于P2段,2例位于P3段;支架末端位于P1段的10例,位于P2段的6例。16例患者动脉支架术后即刻通畅率达100%。结论 动脉的弯曲特征对动脉支架植入时的定位具有十分重要的临床指导意义。

声发射监测锈蚀混凝土梁受弯的损伤与裂缝特征

钢筋锈蚀一直是钢筋混凝土结构退化的主要原因之一,识别锈蚀混凝土结构内部损伤信号,将为既有建筑物的结构健康监测提供理论依据。采用声发射(AE)技术在微观裂缝水平上研究钢筋锈蚀对钢筋混凝土(RC)梁弯曲特性的影响。声发射信号的上升时间/峰值幅值(R/A)、振铃计数/持续时间(AF)和改进后的b值分析将用以反映钢锈蚀作用下钢筋混凝土试件裂纹模式和破坏模式的变化。结果表明,随着钢筋锈蚀率的增加,锈蚀钢筋混凝土梁的极限承载力显著降低;声发射信号与混凝土损伤之间有很好的对应关系,试件的损伤过程可以分为3个损伤阶段:初始损伤阶段,损伤演化阶段、持续损伤增长阶段。b值曲线的变化趋势可以反映裂缝的形成和发展。随着荷载的增加,试件的剪切裂缝比例逐渐上升,且在持续损伤阶段,试件锈蚀程度越高,剪切裂缝比例越高。

顾及海岸线地理弯曲特征约束的可控分形插值方法

针对海岸线分形插值缺乏地理特征约束和分形过程不可控的局限,提出了一种顾及海岸线地理弯曲特征约束的可控分形插值方法。首先,根据不同海岸地貌类型所呈现的不同弯曲特征和分形特征,对海岸线进行地貌单元划分,将传统的整体分形插值变换为以海岸线地貌弯曲特征为划分单元的分段插值组合;其次,利用一维随机中点移位法对各划分单元分别进行插值,并结合各划分单元的弯曲特征对分形参量分别进行约束控制,以保持海岸线不同地貌单元的弯曲特征;最后,将各插值单元顺次连接起来得到最终插值曲线。实验结果表明,所提方法能够很好地顾及海岸线不同地貌单元的弯曲特征和分形特征,且分形插值过程可控。

沥青基炭/炭复合材料的弯曲断裂特征

以 1KPAN基高强度炭纤维为增强体、以调制中温煤沥青为基体前躯体 ,采用压力浸渍 炭化工艺制备出了不同密度二维沥青基炭 炭复合材料。经过对复合材料试样进行的弯曲试验表明 ,其弯曲断裂特征与材料密度具有密切的联系。根据弯曲强度 -位移曲线 ,高密度复合材料表现为脆性断裂 ,而低密度复合材料表现为韧性断裂。从弯曲断面的SEM图片来看 ,脆性断裂时的断面比较平整 ,韧性断裂时断面上有大量炭纤维拔出。炭 炭复合材料的断裂破坏过程实质上就是基体裂纹在材料内的扩展过程 ,其扩展的途径与界面结合状况有关。裂纹沿界面的扩展将引起基体与纤维的脱粘 ,脱粘又导致纤维与基体之间的相对滑动 ,这种相对滑动将吸收相当一部分能量 ,从而可以延缓材料的断裂过程 。

基于弯曲激波特征线法的两级压缩内收缩流场设计与分析

进气道是超声速飞行器的关键部件,设计核心是无黏超声速流场的确定,而波系结构又直接决定了流场的性能。考虑到实际应用价值,基于给定激波的超声速流场反设计至关重要。传统单道入射波的流场结构简单,压缩效率不高,且传统特征线法(method of characteristics,MOC)无法获得高阶的气动参数。为了拓展设计思路,首先利用弯曲激波特征线法展示了内收缩超声速流场不同的单元过程,随后基于此法提出了一种已知入射和反射激波的两级压缩内收缩流场的概念及反设计方法。基于此法设计的基准流场与数值模拟结果吻合良好,双入射激波可以提高压缩效率并缩短长度,能够实现波系结构和出口参数的分布可控,在非均匀来流条件下也能得到相应型面。在给定激波的条件下,求解分析了一系列具有中心体的轴对称流场,讨论入射和反射激波激波角分布对流场气动参数和几何参数的影响。弯曲激波特征线法的精确性和有效性使其成为平面/轴对称超声速流场反设计的良好候选。

3DC/C复合材料的弯曲行为

采用三点弯曲方法测试了化学气相浸渗法(CVI)工艺制备的三维编织碳/碳复合材料(3DC/C复合材料)的性能,借助于偏光显微镜和扫描电镜研究了材料的组织结构和断口形貌,分析了密度及编织结构对材料性能和断裂模式的影响。结果表明:材料密度对弯曲强度、模量影响很大,并随试样密度的增加,3DC/C复合材料的材料的破坏模式从“假塑性”向“脆性”模式转化,“假塑性”破坏模式表现出纤维束间的剪切破坏,“脆性”破坏模式表现出纤维束的拉伸断裂。

一种组合优化的多边形化简方法

以多边形轮廓为目标 ,依据曲线特征点将其分解为一系列的弯曲特征 ,并对此弯曲特征集实施组合优化 ,将入围弯曲首尾相连 。

分形理论在河型研究中的应用探讨

简述了当前河型研究现状、分形理论的特点方法及其目前在天然河道的应用现状,并结合分形理论对基于最小能耗率的河流演变理论进行探讨,研究了一定水沙条件下,河流能耗的分形理论表示公式,扩展了河道几何边界条件对于能量损耗的表述方法,推导了河型判别的分维数公式,并提出了目前的不足与进一步研究的方向。

基于时间相似数据的支持向量机水质溶解氧在线预测

为及时辨识集约化水产养殖水质变化趋势、动态调控水质,确保无应激环境下健康养殖,该文提出了基于时序列相似数据的最小二乘支持向量回归机(least squares support vector regression,LSSVR)水质溶解氧在线预测模型。采用特征点分段时间弯曲距离(feature points segmented time warping distance,FPSTWD)算法对在线采集的时间序列数据进行分段与相似度计算,以缩减规模的子序列数据集对LSSVR模型进行快速训练优化,实现了多个LSSVR子模型在线建模,将预测数据序列与LSSVR子模型的相似度匹配,自适应地选取最佳的子模型作为在线预测模型。应用该模型对集约化河蟹福利养殖水质参数溶解氧浓度进行在线预测,模型评价指标中最大相对误差、平均绝对百分比误差、相对均方根误差和运行时间分别为4.76%、8.18%、5.23%、8.32 s。研究结果表明,与其他预测方法相比,该模型具有较好的综合预测性能,能够满足河蟹福利养殖水质在线预测的实际需求,并为集约化水产养殖水质精准调控提供研究基础。

全截面粗晶对汽车用6060铝型材性能的影响

对汽车保险杠调整板6060铝合金型材的物理性能进行研究,通过分析6060铝合金型材的力学性能、金相组织、弯曲特征及断口形貌等,确定最佳生产工艺参数,为挤压地铁铝型材产品检验、工艺试验提供技术支持与指导。所生产制品的抗拉强度最高可达251 MPa、屈服强度267 MPa,断后伸长率16.0%,均超过标准规定值及用户要求值。

On Feasibility of Variable Separation Method Based on Hamiltonian System for a Class of Plate Bending Equations

The eigenfunction system of infinite-dimensional Hamiltonian operators appearing in the bending problem of rectangular plate with two opposites simply supported is studied. At first, the completeness of the extended eigenfunction system in the sense of Cauchy＇s principal value is proved. Then the incompleteness of the extended eigenfunction system in general sense is proved. So the completeness of the symplectic orthogonal system of the infinite-dimensional Hamiltonian operator of this kind of plate bending equation is proved. At last the general solution of the infinite dimensional Hamiltonian system is equivalent to the solution function system series expansion, so it gives to theoretical basis of the methods of separation of variables based on Hamiltonian system for this kind of equations.

Influence of heat treatment conditions on bending characteristics of 6063 aluminum alloy sheets

Bending deformation behaviors of solution treated(ST),natural aged(NA)and T6tempered6063aluminum alloy sheetswere studied by three-point bending tests.The changes of bending force,interior angle,bending radius and sheet thickness in thefillet region were analyzed by experimental measurements and numerical simulations.The results showed that the bendingcharacteristics were strongly dependent on the heat treatment conditions.The T6alloy sheets were bent more sharply and localplastic deformation occurred severely in the fillet region.However,the ST and NA alloy sheets exhibited relatively uniform bendingdeformation and large bending radius.The bending force of T6alloy was the highest,followed by the NA alloy and that of the STalloy was minimum.After unloading,as compared with the ST and NA alloys,the springback of T6alloys was markedly larger.Theaging time showed a positive sensitivity on the springback and non-uniform bending deformability.The bending characteristics areattributed to the combined effects of yield strength,yield ratio and coefficient of neutral layer.

Flexural and eigen-buckling analysis of steel-concrete partially composite plates using weak form quadrature element method

Flexural and eigen-buckling analyses for rectangular steel-concrete partially composite plates(PCPs)with interlayer slip under simply supported and clamped boundary conditions are conducted using the weak form quadrature element method(QEM).Both of the derivatives and integrals in the variational description of a problem to be solved are directly evaluated by the aid of identical numerical interpolation points in the weak form QEM.The effectiveness of the presented numerical model is validated by comparing numerical results of the weak form QEM with those from FEM or analytic solution.It can be observed that only one quadrature element is fully competent for flexural and eigen-buckling analysis of a rectangular partially composite plate with shear connection stiffness commonly used.The numerical integration order of quadrature element can be adjusted neatly to meet the convergence requirement.The quadrature element model presented here is an effective and promising tool for further analysis of steel-concrete PCPs under more general circumstances.Parametric studies on the shear connection stiffness and length-width ratio of the plate are also presented.It is shown that the flexural deflections and the critical buckling loads of PCPs are significantly affected by the shear connection stiffness when its value is within a certain range.

Conformally flat Lorentzian hypersurfaces in R_1~4 with three distinct principal curvatures

A three dimensional Lorentzian hypersurface x : M_1~3→ R_1~4 is called conformally flat if its induced metric is conformal to the flat Lorentzian metric, and this property is preserved under the conformal transformation of R_1~4. Using the projective light-cone model, for those whose shape operators have three distinct real eigenvalues, we calculate the integrability conditions by constructing a scalar conformal invariant and a canonical moving frame in this paper. Similar to the Riemannian case, these hypersurfaces can be determined by the solutions to some system of partial differential equations.