期刊文献+
共找到7篇文章
< 1 >
每页显示 20 50 100
高位肛瘘弹力挂线局部压强测算的设计和应用 被引量:3
1
作者 唐勇 艾丽芳 安明伟 《江西中医药大学学报》 2017年第3期44-46,共3页
目的:通过对高位单纯性肛瘘弹力挂线的拉力及对局部组织压强的测定,探讨弹力挂线数值量化的可行性及临床意义,使挂线疗法的经验转化为规范化操作,提高临床疗效,防止和减少术后肛门失禁的发生。方法:测量60例高位肛瘘弹力挂线橡皮筋的拉... 目的:通过对高位单纯性肛瘘弹力挂线的拉力及对局部组织压强的测定,探讨弹力挂线数值量化的可行性及临床意义,使挂线疗法的经验转化为规范化操作,提高临床疗效,防止和减少术后肛门失禁的发生。方法:测量60例高位肛瘘弹力挂线橡皮筋的拉力和对局部组织的压强,初步估算不同弹力挂线的临床疗效,并收集每例患者挂线脱落时间和术中橡皮筋的拉力及对组织产生的压强。结果:60例高位单纯性肛瘘患者治愈率为96.67%。6例患者术后第8~13天橡皮筋脱落,平均橡皮筋拉力为8.2±1.59N,挂线局部压强886.2±471.7KPa;37例患者术后第12~17天橡皮筋脱落,平均橡皮筋拉力为6.3±0.37N,挂线局部压强576.1±314.8KPa;15例患者术后第18-22天橡皮筋脱落,平均橡皮筋拉力为4.5±0.42N,挂线局部压强289.3±147.6 KPa。结论:肛瘘挂线拉力和弹力的测定科学可行,可作为量化肛瘘挂线的合理依据。 展开更多
关键词 高位肛瘘 弹力挂线 橡皮筋 拉力 局部压强
下载PDF
无损检测指标与木材横纹局部抗压强度和密度的相关性
2
作者 王忠铖 杨娜 李久林 《北京林业大学学报》 CAS CSCD 北大核心 2024年第5期136-142,共7页
【目的】探索不同类型和数量的无损检测(NDT)指标与木材横纹局部抗压强度和密度的相关性差异,确定最优NDT指标组合,为基于无损检测手段评估木材横纹局部抗压强度和密度的研究提供参考。【方法】以某典型藏式古建筑木结构梁构件为研究对... 【目的】探索不同类型和数量的无损检测(NDT)指标与木材横纹局部抗压强度和密度的相关性差异,确定最优NDT指标组合,为基于无损检测手段评估木材横纹局部抗压强度和密度的研究提供参考。【方法】以某典型藏式古建筑木结构梁构件为研究对象,锯解得到横纹局部抗压无疵试样。通过物理力学试验和NDT试验,获得无疵试样的密度ρ、横纹局部抗压强度f_(lc),以及顺纹应力波速v_(l)、横纹应力波速v和微钻阻力F,计算不同NDT指标或指标组合与ρ、f_(lc)的线性相关系数,进而对比讨论。【结果】(1)使用单一NDT指标预测ρ时,v_(l)效果较好,两者相关系数绝对值为0.662,补充微钻阻力均值Fm后可提高15.56%,达到0.765;使用单一NDT指标预测f_(lc)时,Fm效果较好,两者相关系数为0.526,在此基础上补充横纹应力波速均值v_(m),二者相关系数提升26.80%,达到0.667,进一步补充v_(l)后相关系数继续提升7.20%,达到0.715。(2)当两组NDT指标中的基本指标构成一致时,即便基本指标的形式存在差异,两组NDT指标与被预测参数的相关系数也近似。(3)当两个与被预测参数相关性较好的NDT指标组合时,相关系数可能进一步提高;当相关性较好的指标与较差的指标组合时,相关系数接近于前者;当相关性较差的指标与不相关指标组合时,相关系数可能大幅提升,也可能仍然较低;当两个均不显著相关的指标组合时,指标组合与被预测参数仍不具有显著相关性。【结论】确定合理的NDT指标比一味增加指标数量对相关系数的提高影响更大。综合考虑相关系数提升效果以及由此可能增加的测试工作量,预测木材密度和横纹局部抗压强度时建议分别使用“v_(l),F_(m)”和“F_(m),v_(m)”的NDT指标组合。 展开更多
关键词 木结构无损检测 木材密度 横纹局部压强 线性相关性 指标预测
下载PDF
局部压降对注蒸汽管线热损失的影响 被引量:1
3
作者 张俊良 任阳 +1 位作者 肖潇 朱江 《西部探矿工程》 CAS 2010年第4期82-84,共3页
稠油热采时,注入蒸汽在进入井筒前要经过较长一段地面管线,这段距离的热损失计算对于准确计算注入蒸汽到达目标层时的状态十分重要,以往的计算方法集中在隔热层效果评价上,建立的模型时均考虑管线为管径不变的直线,这与实际情况并不符... 稠油热采时,注入蒸汽在进入井筒前要经过较长一段地面管线,这段距离的热损失计算对于准确计算注入蒸汽到达目标层时的状态十分重要,以往的计算方法集中在隔热层效果评价上,建立的模型时均考虑管线为管径不变的直线,这与实际情况并不符合。建立的地面管线热损失模型从质量和能量守恒方程出发,综合考虑了地面管线的弯曲起伏,汽液两相混合流动的滑脱效应,蒸汽通过各种阀门、弯头、异管径等影响因素,能够全面的计算注入蒸汽沿地面管线的温度、压力分布和热损失,为经济评价提供更为准确的参考。 展开更多
关键词 热损失 传热系数 局部压强 龙格库塔法
下载PDF
Mechanical properties of strengthened surface layer in Ti-6Al-4V alloy induced by wet peening treatment 被引量:5
4
作者 李康 付雪松 +2 位作者 陈国清 周文龙 李志强 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第11期2868-2873,共6页
A modified surface layer was formed on Ti-6Al-4V alloy by wet peening treatment. The variations of the residual stress,nano-hardness and microstructure of the modified layer with depth from surface were studied using ... A modified surface layer was formed on Ti-6Al-4V alloy by wet peening treatment. The variations of the residual stress,nano-hardness and microstructure of the modified layer with depth from surface were studied using X-ray diffraction analysis,nano-indentation analysis, scanning electron microscopy and transmission electron microscopy observations. The results show thatboth the compressive residual stress and hardness decrease with increasing depth, and the termination depths are 160 and 80 μm,respectively. The microstructure observation indicates that within 80 μm, the compressive residual stress and the hardness areenhanced by the co-action of the grain refinement strengthening and dislocation strengthening. Within 80–160 μm, the compressiveresidual stress mainly derives from the dislocation strengthening. The strengthened layer in Ti-6Al-4V alloy after wet peeningtreatment was quantitatively analyzed by a revised equation with respect to a relation between hardness and yield strength. 展开更多
关键词 Ti-6Al-4V alloy wet peening nano-hardness compressive residual stress local yield strength
下载PDF
对砌体结构设计中三个问题的思考
5
作者 许波 张广泰 《工程建设与设计》 2008年第9期10-12,共3页
就砌体结构局部受压计算中局部抗压强度提高系数、抗压强度设计值的取值及配筋砖砌体构件的截面抗震承载力验算等问题进行了分析,并提出了相应的建议,可供设计时参考。
关键词 砌体构件 局部压强度提高系数 压强度设计值 抗震承载力
下载PDF
Experimental Analysis on Local Buckling of GFRP?Foam Sandwich Pipe Under Axial Compressive Loading
6
作者 CHEN Li CHEN Li +2 位作者 PAN Darong ZHAO Qilin NIU Longlong 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2020年第1期129-142,共14页
To find out the local buckling behaviors of glass fiber reinforced plastic(GFRP)-foam sandwich pipe suffering axial loading,a series of quasi-static axial compression tests are carried out in the laboratory.Comparing ... To find out the local buckling behaviors of glass fiber reinforced plastic(GFRP)-foam sandwich pipe suffering axial loading,a series of quasi-static axial compression tests are carried out in the laboratory.Comparing with the test data,systematic numerical analysis on the local buckling behavior of this sandwich pipe is also conducted,and the buckling failure mechanism is revealed.The influences of the key parameters on bearing capacity of the sandwich structure are discussed.Test and numerical results show that the local buckling failure of the GFRPfoam sandwich pipe is dominated basically by two typical modes,i.e.,the conjoint buckling and the layered buckling.Local buckling at the end,shear failure at the end and interface peeling failure are less efficient than the local buckling failure at the middle height,and ought to be restrained by appropriate structural measures.The local buckling bearing capacity increases linearly with the core density of the sandwich pipe structure.When the core density is relatively high(higher than 0.05 g/cm3),the effect of increasing the core density on improving the bearing efficiency is less on the specimens with a large ratio of the wall thickness to the radius than on those with a small one.Local layered buckling is another failure mode with lower bearing efficiency than the local conjoint buckling,and it can be restrained by increasing the core density to ensure the cooperation of the inner and the outer GFRP surface layer.The bearing capacity of the GFRP-foam sandwich pipe increases with the height-diameter ratio;however,the bearing efficiency decreases with this parameter. 展开更多
关键词 sandwich pipe polyurethane foam glass fiber reinforced plastic(GFRP) local buckling axial compression
下载PDF
Local heat transfer enhancement induced by a piezoelectric fan in a channel with axial flow 被引量:3
7
作者 Yun-long QIU Chang-ju WU Wei-fang CHEN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2020年第12期1008-1022,共15页
The present work experimentally and numerically investigates the local heat transfer enhancement induced by a piezoelectric fan interacting with a cross flow in a local heated channel.The piezoelectric fan is placed a... The present work experimentally and numerically investigates the local heat transfer enhancement induced by a piezoelectric fan interacting with a cross flow in a local heated channel.The piezoelectric fan is placed along the flow direction and tested under different amplitudes and flow rates.In the simulations,a spring-based smoothing method and a local remeshing technique are used to handle the moving boundary problems.Hybrid mesh is used to reduce the size of dynamic mesh domain and to improve computational efficiency.The experimental and numerical values of the time-averaged mean Nusselt number are found to be in good agreement,with deviations of less than 10%.The experimental result shows that the heat transfer performance of the heated surfaces is substantially enhanced with a vibrating piezoelectric fan.The numerical result shows that the heat transfer enhancement comes from the strong longitudinal vortex pairs generated by the piezoelectric fan,which significantly promote heat exchange between the main flow and the near-wall flow.In the case of a=0.66(a is the dimensionless amplitude)and Re=1820,the enhancement ratio of the time-averaged mean Nusselt number reaches 119.9%. 展开更多
关键词 Piezoelectric fan Local heat transfer enhancement Forced convection Longitudinal vortex Pressure drop
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部