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Effect of Strain Ratio on Fatigue Model of Ultra-fine Grained Pure Titanium
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作者 QIANG Meng YANG Xirong +1 位作者 LIU Xiaoyan LUO Lei 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS CSCD 2023年第5期1169-1178,共10页
The ultra-fine grained(UFG)pure titanium was prepared by equal channel angular pressing(ECAP)and rotary swaging(RS).The strain controlled low cycle fatigue(LCF)test was carried out at room temperature.The fatigue life... The ultra-fine grained(UFG)pure titanium was prepared by equal channel angular pressing(ECAP)and rotary swaging(RS).The strain controlled low cycle fatigue(LCF)test was carried out at room temperature.The fatigue life prediction model and mean stress relaxation model under asymmetrical stress load were discussed.The results show that the strain ratio has a significant effect on the low cycle fatigue performance of the UFG pure titanium,and the traditional Manson-coffin model can not accurately predict the fatigue life under asymmetric stress load.Therefore,the SWT mean stress correction model and three-parameter power curve model are proposed,and the test results are verified.The final research shows that the threeparameter power surface model has better representation.By studying the mean stress relaxation phenomenon under the condition of R≠-1,it is revealed that the stress ratio and the strain amplitude are the factors that significantly afiect the mean stress relaxation rate,and the mean stress relaxation model with the two variables is calculated to describe the mean stress relaxation phenomenon of the UFG pure titanium under different strain ratios.The fracture morphology of the samples was observed by SEM,and it was concluded that the final fracture zone of the fatigue fracture of the UFG pure titanium was a mixture of ductile fracture and quasi cleavage fracture.The toughness of the material increases with the increase of strain ratio at the same strain amplitude. 展开更多
关键词 ultra-fine grained pure titanium low cycle fatigue life model mean stress relaxation mode strain ratio fracture morphology
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Effects of Strain Ratio on Fatigue Behavior of G20Mn5QT Cast Steel 被引量:3
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作者 韩庆华 郭琪 +1 位作者 尹越 邢颖 《Transactions of Tianjin University》 EI CAS 2016年第4期302-307,共6页
Due to traffic and wave actions, cast steel joints are subjected to variable-amplitude fatigue loading, which may cause fatigue problems. The ratio of the minimum strain to the maximum strain(strain ratio)can be emplo... Due to traffic and wave actions, cast steel joints are subjected to variable-amplitude fatigue loading, which may cause fatigue problems. The ratio of the minimum strain to the maximum strain(strain ratio)can be employed to analyze the influence of variable-amplitude fatigue both in the elastic and plastic ranges. To evaluate the effect of the strain ratio on G20Mn5 QT cast steel, the fatigue tests of smooth specimens were carried out at the strain ratio of 0.1. The cyclic deformation and the relationships between the strain amplitude, the stress amplitude, the Smith, Watson and Topper(SWT)parameter and fatigue life were studied and compared with those at the strain ratio of-1. Compared with other methods, Basquin formula and Solonberg formula provide reliable and appropriate ranges of S-N curve and fatigue limit at different strain ratios respectively. The SWT parameter can be used to predict the fatigue life at other strain ratios accurately. 展开更多
关键词 fatigue test G20Mn5QT cast steel strain ratio fatigue life
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IMPROVEMENT ON THE CALCULATION OF PLASTIC STRAIN RATIO IN BCC MONOCRYSTALS
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作者 ZHAO Xiang, LIU Yansheng, XU Jiazhen, LIANG ZhideNortheastern University, Shenyang, ChinaKONG Bingyu, MI XiaochuanBaoshan Iron and Steel Company, Shanghai, China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1994年第1期65-67,共3页
Two improvements have been made on the calculation of plastic strain ratio (r value) in BCC monocrystals by considering the differences in the critical shear stresses among the three slip systems and the rotation of c... Two improvements have been made on the calculation of plastic strain ratio (r value) in BCC monocrystals by considering the differences in the critical shear stresses among the three slip systems and the rotation of crystal lattice. It is found that the results calculated by the improved method are more rational. 展开更多
关键词 plastic strain ratio critical shear stress rotation of crystal lattice Taylor factor
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STRAIN-DEPENDENCE OF PLASTIC STRAIN RATIO OF DEEP-DRAWING ALUMINIUM-KILLED STEEL SHEET
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作者 Li Saiyi Zhang Xinming Chen Zhiyong 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 1996年第1期95-99,共5页
The change of width and length of an aluminium-killed(AK)steel sheet was measured in detail at various tensile strain levels.The effects of tensile strain on the conventional strain ratio,rc-value,and the instantaneou... The change of width and length of an aluminium-killed(AK)steel sheet was measured in detail at various tensile strain levels.The effects of tensile strain on the conventional strain ratio,rc-value,and the instantaneous strain ratio,r^(1)-value,were analyzed.It was shown that the strain ratio of the AK steel sheet had obvious strain-dependency.The individual r^(c)-values for all tested directions tended to unity with increasing strain so that the planar anisotropy decreased with increasing strain.The r^(1)-value had overall straidenpendency similar to that of r^(c)-value,though it was overly sensitive to the experimental errors and showed significant variation with strain.In the representation of average strain ratio.the linear regression strain ratio,r^(r)-value,which was obtained by fitting a straight line to the εw vs εt curve,is preferable to the r^(c)-value measured at some specfic extension. 展开更多
关键词 plastic strain ratio ANISOTROPY tension
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Real time endoscopic ultrasound elastography and strain ratio in the diagnosis of solid pancreatic lesions 被引量:11
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作者 Hussein Okasha Shaimaa Elkholy +12 位作者 Ramy El-Sayed Mohamed-Naguib Wifi Mohamed El-Nady Walid El-Nabawi Waleed A El-Dayem Mohamed I Radwan Ali Farag Yahya El-sherif Emad Al-Gemeie Ahmed Salman Mohamed El-Sherbiny Ahmed El-Mazny Reem E Mahdy 《World Journal of Gastroenterology》 SCIE CAS 2017年第32期5962-5968,共7页
AIM To evaluate the accuracy of the elastography score combined to the strain ratio in the diagnosis of solid pancreatic lesions(SPL). METHODS A total of 172 patients with SPL identified by endoscopic ultrasound were ... AIM To evaluate the accuracy of the elastography score combined to the strain ratio in the diagnosis of solid pancreatic lesions(SPL). METHODS A total of 172 patients with SPL identified by endoscopic ultrasound were enrolled in the study to evaluate the efficacy of elastography and strain ratio in differentiating malignant from benign lesions. The semi quantitative score of elastography was represented by the strain ratio method. Two areas were selected, area(A) representing the region of interest and area(B) representing the normal area. Area(B) was then divided by area(A). Sensitivity, specificity, positive predictive value(PPV), negative predictive value(NPV), and accuracy were calculated by comparing diagnoses made by elastography, strain ratio and final diagnoses.RESULTS SPL were shown to be benign in 49 patients and malignant in 123 patients. Elastography alone had a sensitivity of 99%, a specificity of 63%, and an accuracy of 88%, a PPV of 87% and an NPV of 96%. The best cut-off level of strain ratio to obtain the maximal area under the curve was 7.8 with a sensitivity of 92%, specificity of 77%, PPV of 91%, NPV of 80% and an accuracy of 88%. Another estimated cut off strain ratio level of 3.8 had a higher sensitivity of 99% and NPV of 96%, but with less specificity, PPV and accuracy 53%, 84% and 86%, respectively. Adding both elastography to strain ratio resulted in a sensitivity of 98%, specificity of 77%, PPV of 91%, NPV of 95% and accuracy of 92% for the diagnosis of SPL. CONCLUSION Combining elastography to strain ratio increases the accuracy of the differentiation of benign from malignant SPL. 展开更多
关键词 内视镜的超声 ELASTOGRAPHY 种类比率 实时 胰腺的损害
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Research on the Distribution Features of the Benioff Strain Ratio in the North-South Seismic Belt after the Two Yutian M_S7.3 Earthquakes
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作者 Yang Wen Zhou Longquan +1 位作者 Liu Jie Cheng Jia 《Earthquake Research in China》 2014年第4期475-482,共8页
In view of the correlation between tectonic activity and seismicity,the strong earthquake risk in the North-South Seismic Belt aroused wide concern after the 2014 Yutian M_S7.3 earthquake. Using the seismic catalog of... In view of the correlation between tectonic activity and seismicity,the strong earthquake risk in the North-South Seismic Belt aroused wide concern after the 2014 Yutian M_S7.3 earthquake. Using the seismic catalog of the China Earthquake Networks Center,the Benioff strain ratio in the North-South Seismic Belt is calculated in 30 days before and after the March 21,2008 and February 12,2014 Yutian M_S7.3 earthquakes. Results show that in a year after the 2008 Yutian M_S7.3 earthquake,M > 5. 0 earthquakes all occurred near the high strain ratio area or the junction between the low and high strain ratio areas,the activity of strong earthquakes obviously coincides with the high strain ratio area,which indicates that these areas have a higher stress level. The Yutian earthquakes promoted the release of small earthquakes in the high stress areas. This research is of certain indicating significance to the study of subsequent strong earthquakes of this region. 展开更多
关键词 南北地震带 高应变率 地震后 特征 地震活动 构造活动 地震目录 地震台网
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Specimen aspect ratio and progressive field strain development of sandstone under uniaxial compression by three-dimensional digital image correlation 被引量:13
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作者 H. Munoz A. Taheri 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2017年第4期599-610,共12页
The complete stress-strain characteristics of sandstone specimens were investigated in a series of quasistatic monotonic uniaxial compression tests.Strain patterns development during pre-and post-peak behaviours in sp... The complete stress-strain characteristics of sandstone specimens were investigated in a series of quasistatic monotonic uniaxial compression tests.Strain patterns development during pre-and post-peak behaviours in specimens with different aspect ratios was also examined.Peak stress,post-peak portion of stress-strain,brittleness,characteristics of progressive localisation and field strain patterns development were affected at different extents by specimen aspect ratio.Strain patterns of the rocks were obtained by applying three-dimensional(3D) digital image correlation(DIC) technique.Unlike conventional strain measurement using strain gauges attached to specimen,3D DIC allowed not only measuring large strains,but more importantly,mapping the development of field strain throughout the compression test,i.e.in pre-and post-peak regimes.Field strain development in the surface of rock specimen suggests that strain starts localising progressively and develops at a lower rate in pre-peak regime.However,in post-peak regime,strains increase at different rates as local deformations take place at different extents in the vicinity and outside the localised zone.The extent of localised strains together with the rate of strain localisation is associated with the increase in rate of strength degradation.Strain localisation and local inelastic unloading outside the localised zone both feature post-peak regime. 展开更多
关键词 Uniaxial compression test Aspect ratio strain patterns Digital image correlation(DIC)
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Improvements of the crystallographic approach to plastic strain ratio in deep drawing steel sheets
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作者 赵骧 徐家桢 +1 位作者 梁志德 黄丽明 《Chinese Science Bulletin》 SCIE EI CAS 1996年第19期1606-1609,共4页
Among various methods for calculation of the plastic strain ratio (γ value) of deep drawing steel sheet, the crystallographic approach is rather preferred because it is founded on the slip action during the crystal p... Among various methods for calculation of the plastic strain ratio (γ value) of deep drawing steel sheet, the crystallographic approach is rather preferred because it is founded on the slip action during the crystal plastic deformation, while the crystal deformation mechanisms are fully taken into account. Thus it possesses a more soundly theoretical basis. However, its two assumptions, i.e. the same critical shear stresses for the three different slip systems in BCC and no orientation changes for all crystallites in tensile test samples in elongation up to 15%, are inconsistent with the experimental evidence. 展开更多
关键词 PLASTIC strain ratio TAYLOR factor ODF.
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EFFECT OF THE POISSON RATIO ON THE PERFECTLY PLASTIC STRESS FIELD AT A STATIONARY PLANE-STRAIN CRACK TIP
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作者 林拜松 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1992年第3期289-295,共7页
Under the condition that all the perfectly plastic stress components at a crack tip are the functions of ? only, making use of equilibrium equations and Von-Mises yield condition containing Poisson ratio, in this pape... Under the condition that all the perfectly plastic stress components at a crack tip are the functions of ? only, making use of equilibrium equations and Von-Mises yield condition containing Poisson ratio, in this paper, we derive the generally analytical expressions of perfectly plastic stress field at a stationary plane-strain crack tip. Applying these generally analytical expressions to the concrete cracks, the analytical expressions of perfectly plastic stress fields at the stationary tips of Mode I, Mode II and Mixed-Mode I-II plane-strain cracks are obtained. These analytical expressions contain Poisson ratio. 展开更多
关键词 Poisson ratio PLANE-strain stationary crack-tip perfectly-plastic stress fields generally analytical expression
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Physical meaning and prediction efficiency of the load/unload response ratio of rocks in strain-weakening phase before failure
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作者 许昭永 杨润海 +3 位作者 王彬 赵晋明 王赟赟 梅世蓉 《Acta Seismologica Sinica(English Edition)》 CSCD 2002年第1期47-55,共9页
Rock experiment results indicate that the load/unload response ratio (LURR) of rocks expressed via strain energy may have singular or negative value after the stress in the rock reaches its maximum before rock failure... Rock experiment results indicate that the load/unload response ratio (LURR) of rocks expressed via strain energy may have singular or negative value after the stress in the rock reaches its maximum before rock failure or when the rock goes into the strain-weakening phase. The universality of this phenomenon is discussed. Expressed via strain or strain energy and the travel time of P wave, the variation form of the reciprocal of LURR during the process of rock failure preparation is derived. The results show that after a sharp decrease the reciprocal of LURR reaches its minimum when the main fracture of the rock is about to appear. This feature can be taken as an indication that the rock main fracture is impending. 展开更多
关键词 strain-weakening phase load/unload response ratio prediction efficiency
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甲状腺结节射频消融术后复发预测模型的构建与应用
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作者 张晓光 李娜 +1 位作者 董峰 喻红霞 《海南医学》 CAS 2024年第5期609-614,共6页
目的探讨甲状腺结节射频消融术后复发的影响因素,构建列线图预测模型,以期指导临床诊治。方法选取2019年1月至2021年1月郑州大学第二附属医院收治的398例甲状腺结节作为研究对象,其中16例于生化复发前接受内分泌治疗,12例无术后2年随访... 目的探讨甲状腺结节射频消融术后复发的影响因素,构建列线图预测模型,以期指导临床诊治。方法选取2019年1月至2021年1月郑州大学第二附属医院收治的398例甲状腺结节作为研究对象,其中16例于生化复发前接受内分泌治疗,12例无术后2年随访信息,均予以剔除,经筛选后259例纳入训练集用于建立模型,111例纳入验证集用于验证模型,采用COX比例风险回归方程确定甲状腺结节射频消融术后复发影响因素,采用R软件可视化处理获得列线图预测模型,行内外部验证。结果术后2年,甲状腺结节射频消融术后复发率为15.14%(56/370);COX比例风险回归方程显示,体质量指数(BMI)(OR:6.873)、热休克蛋白70(HSP70)(OR:5.380)、弹性应变率比值(SR)(OR:3.872)、结节成分(OR:5.880)、结节内部血流(OR:6.944)、结节钙化(OR:3.764)是甲状腺结节射频消融术后复发影响因素(P<0.05);基于COX比例风险回归方程结果构建甲状腺结节射频消融术后复发列线图预测模型,该模型在训练集、验证集中曲线下面积(AUC)分别为0.856、0.874,且其预测效能与实际吻合较理想。结论基于SR、BMI、HSP70、结节成分、结节内部血流、结节钙化构建列线图预测模型对甲状腺结节射频消融术后复发具有良好区分度、精准度,有助于实现个体化预测,帮助临床医师识别高风险人群,确定合理防治措施。 展开更多
关键词 甲状腺结节 射频消融术 复发 围术期数据 弹性应变率比值 预测模型
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部分排水条件下静力触探试验力学机理研究
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作者 王长虹 方恬 +2 位作者 吴昭欣 王昆 汤道飞 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第3期519-528,共10页
在自然状态下,大部分土体的约束条件介于完全排水和不排水两者之间。在孔压静力触探试验(piezocone penetrationtest,CPTU)的贯入过程中,受探头尺寸、贯入速度和岩土材料等因素的影响,将发生部分排水现象。为研究排水条件对CPTU试验数... 在自然状态下,大部分土体的约束条件介于完全排水和不排水两者之间。在孔压静力触探试验(piezocone penetrationtest,CPTU)的贯入过程中,受探头尺寸、贯入速度和岩土材料等因素的影响,将发生部分排水现象。为研究排水条件对CPTU试验数据的影响,开展三轴压缩试验。引入应变增量比,建立考虑渐近状态的修正剑桥(Modified Cam-Clay,MCC)模型。推导考虑渐近状态MCC模型的柱孔扩张理论,提出CPTU测试数据的力学模型。通过数值模拟和模型槽试验,研究归一化贯入速度与排水系数的规律。结合CPTU数据的力学模型,获得应变增量比与排水系数的数理关系。最后以上海市苏州河地区深层排水调蓄管道系统工程的测试数据为背景,验证力学模型的正确性。结果表明:在部分排水条件下,利用考虑渐近状态的MCC模型,能够描述土体的应力-应变关系,合理解释CPTU贯入的力学机理。 展开更多
关键词 孔压静力触探 部分排水 渐近状态 柱孔扩张理论 应变增量比
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风机荷载作用下频率比对砂土动力响应的影响
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作者 张艳 贾敏才 +1 位作者 蒋明镜 谢志伟 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第5期738-748,共11页
海上风机在运行过程中风荷载与波浪荷载频率耦合作用对土体动力特性的影响不容忽略,为了探究这种影响,采用多向循环动单剪系统(VDDCSS)对砂土进行了一系列试验研究,分析了双向剪切频率比f_(r)对砂土动应变、动孔压比以及动强度的影响。... 海上风机在运行过程中风荷载与波浪荷载频率耦合作用对土体动力特性的影响不容忽略,为了探究这种影响,采用多向循环动单剪系统(VDDCSS)对砂土进行了一系列试验研究,分析了双向剪切频率比f_(r)对砂土动应变、动孔压比以及动强度的影响。试验结果表明:剪应变发展受双向频率耦合及应力组合效应的影响。循环应力比(C_(SR))为0.15时,双向频率耦合效应大于应力组合作用;随着应力水平的增加(C_(SR)=0.20或0.25),频率耦合效应和应力组合作用均得到了加强。在低应力水平时,破坏试样的孔压曲线呈“上凹型”且频率比对试样孔压发展影响不大。而随着应力水平增加(C_(SR)=0.20或0.25),孔压最终值u_(max)随之增大。除f_(r)=1.00与10.00对应试样外,土体动强度随f_(r)与C_(SR)值增大而减少。f_(r)=5.00对应试样应变大、孔压值高、强度低的原因与此比值下土体受双向频率耦合与应力组合的叠加效果增强有关。 展开更多
关键词 循环单剪 频率比 动应变 动孔压 动强度
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基于声发射特征的不同高径比矸石胶结充填柱单轴压缩损伤演化
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作者 郑远翔 杜献杰 +3 位作者 冯国瑞 巨峰 李晓磊 王广辉 《工程科学学报》 EI CSCD 北大核心 2024年第8期1370-1380,共11页
为研究高径比对矸石胶结充填柱单轴压缩性能的影响,本实验制备了高径比为0.5~4.0的5组圆柱体试件进行单轴压缩试验,同时利用数字图像相关技术(DIC)和声发射进行监测,探讨了不同高径比充填柱的破坏特征.研究表明:矸石胶结充填柱的峰值应... 为研究高径比对矸石胶结充填柱单轴压缩性能的影响,本实验制备了高径比为0.5~4.0的5组圆柱体试件进行单轴压缩试验,同时利用数字图像相关技术(DIC)和声发射进行监测,探讨了不同高径比充填柱的破坏特征.研究表明:矸石胶结充填柱的峰值应力和峰值应变都会随着高径比的增大而减小,并与高径比呈指数关系;充填柱的破坏形式在高径比大于2.0后从整体破坏转为局部破坏,局部应变大于16%可以导致充填柱整体失稳;充填柱的高径比从1.0升高到4.0,损伤程度下降到11%;充填柱在累计振铃计数快速上升区中的破坏占总破坏的比例随高径比的增大从22.6%增加到72.3%,高径比大于2.0时该比例达到40.9%且上升速度加快,破坏的集中程度较高;声发射最终累积振铃计数先随着高径比增大而增大,在高径比为2.0以后开始减小,且高径比对振铃集中出现的位置有较大影响;用声发射能量与振铃计数的比值(E/C)反应能量释放剧烈程度,平均E/C随高径比增大从1.26增大到2.76,高径比大于2.0时峰后能量释放较为剧烈.试验结果可以为结构充填开采中充填柱高径比的选取提供参考. 展开更多
关键词 矸石胶结充填柱 高径比 表观应变 累计振铃计数 声发射能量
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冷轧加工率对5182-O铝合金汽车板性能和织构的影响
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作者 李涛 孟双 +4 位作者 徐志远 杨立民 迟蕊 刘明诏 徐扬帆 《精密成形工程》 北大核心 2024年第5期124-131,共8页
目的研究冷轧变形量对5182铝合金汽车板力学性能、塑性应变比、金相及织构的影响,系统解释5182铝合金汽车板的强化机理和成形性变化机理。方法采用X射线衍射仪、金相显微镜和万能拉伸试验机研究不同冷轧加工率下5182-O铝合金的力学性能... 目的研究冷轧变形量对5182铝合金汽车板力学性能、塑性应变比、金相及织构的影响,系统解释5182铝合金汽车板的强化机理和成形性变化机理。方法采用X射线衍射仪、金相显微镜和万能拉伸试验机研究不同冷轧加工率下5182-O铝合金的力学性能和显微组织变化规律。结果50%和75%冷轧加工率的样品强度无明显差异,25%冷轧加工率的样品偏低约3 MPa。塑性应变比加权平均值rm随冷轧加工率的增大而减小,几乎呈线性关系,塑性应变比各向异性度Δr则先减小后增大,延伸率和应变硬化指数则无明显差异。当冷轧加工率从25%增至50%时,平均晶粒尺寸减小了约24%,当冷轧加工率从50%增至75%时,平均晶粒尺寸仅减小了1~2μm。不同冷轧加工率下的5182铝合金连退再结晶后均表现出较弱的织构强度,Cube织构未占主导地位,仍保留了较多的轧制织构。S、Copper和Brass织构的体积分数随冷轧加工率的增大而有所减小,Goss和Q织构的占比有所增大,Cube织构的占比则变化不大。结论冷轧加工率影响了5182-O铝合金汽车板连退后的晶粒尺寸,进而改变了强度。晶粒尺寸和屈服强度的关系符合经典Hall-Petch以及新Hall-Petch关系式。受不同再结晶形核机制竞争关系的影响,轧制织构随冷轧加工率的增大而稍有减少,导致45°方向的塑性应变比和rm逐渐减小,Δr则先减小后增大。 展开更多
关键词 5182铝合金 冷轧 强度 塑性应变比 织构
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基于桥梁健康监测数据的损伤识别方法应用研究
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作者 刘飞 李冬冬 解峥 《建筑技术开发》 2024年第1期137-139,共3页
以长会口特大桥为研究对象,运用现场健康监测的方法对桥梁的应变时程进行数据采集,并运用数学方法和信号处理技术对应变信号进行异常数据剔除、内插和滤波,采用应变比理论对桥梁的刚度受损情况进行识别和评估。结果表明,对比桥梁主跨上... 以长会口特大桥为研究对象,运用现场健康监测的方法对桥梁的应变时程进行数据采集,并运用数学方法和信号处理技术对应变信号进行异常数据剔除、内插和滤波,采用应变比理论对桥梁的刚度受损情况进行识别和评估。结果表明,对比桥梁主跨上游、下游以及最不利段断面处理前后的应变数据,处理前的桥梁健康监测数据存在不同程度的抖动,数据较为粗糙,混合了原始监测值、环境噪声和人为激励,随机白噪声干扰了对有效信号的提取,而处理后的应变时程曲线则较为平滑,随机白噪声得到有效滤除,异常数据得到了剔除,有效信号还原度高;基于应变比分析表明,桥梁跨中上游、下游和最不利断面应变比的众值和置信区间均未发生明显变化,桥梁结构未发生结构损伤。 展开更多
关键词 桥梁工程 损伤识别 应变比
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二维超声特征联合超声弹性应变率比值在乳腺癌中的诊断价值及与病理预后指标的相关性分析
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作者 吴静 李景 《中国医学物理学杂志》 CSCD 2024年第2期175-180,共6页
目的:分析二维超声特征联合超声弹性应变率比值(SR)在乳腺癌中的诊断价值及与病理预后指标的相关性。方法:选取2020年1月~2021年12月成都医学院第二附属医院收治的265例乳腺肿瘤患者临床资料。经病理检查确诊:良性病变171例(良性组),恶... 目的:分析二维超声特征联合超声弹性应变率比值(SR)在乳腺癌中的诊断价值及与病理预后指标的相关性。方法:选取2020年1月~2021年12月成都医学院第二附属医院收治的265例乳腺肿瘤患者临床资料。经病理检查确诊:良性病变171例(良性组),恶性病变94例(恶性组)。收集二维超声及超声弹性成像检查图像资料,对比两组二维超声表现特征、SR值,并统计雌激素受体(ER)、孕激素受体(PR)、原癌基因(CerbB-2)阳性率。绘制受试者工作特征(ROC)曲线,计算二维超声、SR值对乳腺癌诊断效能,以Pearman相关性分析二维超声征象、SR值与ER、PR、CerbB-2相关性。结果:恶性组二维超声特征中有毛刺征、后方回声衰减、微钙化、淋巴结转移、血流丰富者及SR值明显高于良性组(P<0.05)。恶性组ER、PR、CerbB-2阳性率分别为59.57%、75.53%、47.87%,明显高于良性组(P<0.05)。绘制ROC曲线显示,二维超声、SR值对乳腺癌诊断价值AUC值分别为0.586、0.743,联合诊断AUC值为0.761,联合检测效果明显高于两者单独检测(P<0.05)。ER阳性者有毛刺征、后方回声衰减、SR值高于ER阴性者(P<0.05);PR阳性者有淋巴结转移、SR值高于PR阴性者(P<0.05);CerbB-2阳性者有微钙化、SR值高于CerbB-2阴性者(P<0.05)。经Pearman相关性分析,二维超声征象毛刺征、后方回声衰减与ER正相关,淋巴结转移与PR正相关,微钙化与CerbB-2正相关,SR值与ER、PR、CerbB-2正相关(P<0.05)。结论:二维超声特征联合超声SR值可为乳腺癌诊断提供可靠影像学信息,毛刺征、后方声衰减、淋巴结转移、微钙化征象及SR值与患者病理预后指标ER、PR、CerbB-2之间存在一定关系。 展开更多
关键词 乳腺癌 二维超声 超声弹性应变率比值 病理
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基于平面应变比的深基坑工程支护结构优化设计研究
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作者 徐建军 《建筑技术开发》 2024年第6期149-151,共3页
基坑开挖是一个三维空间过程。以实际深基坑工程为背景,借助岩土工程有限元分析软件PLAXIS 3D进行三维建模,分析了基坑工程在三维条件下的变形特性,并引入平面应变比概念对支护结构进行优化。结果表明:基坑拐角效应对变形存在显著影响,... 基坑开挖是一个三维空间过程。以实际深基坑工程为背景,借助岩土工程有限元分析软件PLAXIS 3D进行三维建模,分析了基坑工程在三维条件下的变形特性,并引入平面应变比概念对支护结构进行优化。结果表明:基坑拐角效应对变形存在显著影响,通过考虑平面应变比对基坑支护结构进行优化设计,能够在保证安全的前提下节约成本,优化效果显著。研究成果可为类似工程的设计、优化提供参考。 展开更多
关键词 深基坑 平面应变比 拐角效应 优化设计
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基于DBO-ELM模型的隔振橡胶疲劳寿命预测
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作者 秦武 李春归 +4 位作者 潘兵兵 李骏 胡建泰 葛平政 刘霏霏 《机电工程技术》 2024年第2期13-19,共7页
车辆隔振橡胶通常受到频率和振幅随时间变化的动态载荷作用,需要建立不同应变比下橡胶疲劳寿命的高精度预测模型。基于蜣螂优化算法(DBO)和极限学习机(ELM)模型,提出一种考虑不同应变比下隔振橡胶疲劳寿命的预测方法。基于隔振橡胶试样... 车辆隔振橡胶通常受到频率和振幅随时间变化的动态载荷作用,需要建立不同应变比下橡胶疲劳寿命的高精度预测模型。基于蜣螂优化算法(DBO)和极限学习机(ELM)模型,提出一种考虑不同应变比下隔振橡胶疲劳寿命的预测方法。基于隔振橡胶试样单轴加载疲劳试验,得到不同应变比载荷下试样疲劳寿命;以应变幅值、应变均值与应变比为输入变量,将橡胶疲劳寿命作为输出变量,利用DBO算法优化ELM模型中的输入层权值和隐含层偏置,建立橡胶试样疲劳寿命预测DBO-ELM模型。对比分析所提出的DBO-ELM模型、机器学习模型和幂函数模型下隔振橡胶预测寿命的精度。结果表明:基于DBO-ELM模型的预测结果与试验结果吻合最好,能够显著提高橡胶疲劳寿命预测的精度,验证了DBO-ELM橡胶疲劳寿命预测模型的有效性。 展开更多
关键词 隔振橡胶 应变比 疲劳寿命预测 极限学习机 蜣螂算法
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冻融循环作用下黄土累积塑性应变演变规律
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作者 唐鑫 张吾渝 +2 位作者 董超凡 唐富春 刘成奎 《地震工程学报》 CSCD 北大核心 2024年第1期136-145,共10页
为探究黄土路基在冻融循环和交通荷载耦合作用下的累积塑性应变变化规律,选取西宁地区重塑黄土为研究对象,采用GDS双向动三轴测试系统对其进行一系列动三轴试验,研究不同冻融循环次数、围压、动应力幅值以及频率对累积塑性应变的影响规... 为探究黄土路基在冻融循环和交通荷载耦合作用下的累积塑性应变变化规律,选取西宁地区重塑黄土为研究对象,采用GDS双向动三轴测试系统对其进行一系列动三轴试验,研究不同冻融循环次数、围压、动应力幅值以及频率对累积塑性应变的影响规律,并通过引入拟合参数建立考虑多因素的累积塑性应变预测模型。结果表明:累积塑性应变随冻融循环次数的增大而增大,在6次冻融循环后增长速率减缓且趋于稳定;减小动应力幅值和增大围压能显著抑制累积塑性应变的发展;加载初期累积塑性应变随频率变化不明显,随着振次的增加,频率作用凸显,累积塑性应变随着频率的增大而减小;基于试样的累积塑性应变演变规律,分别采用幂指数模型和对数模型进行拟合,发现后者拟合效果好;综合考虑4种因素对累积塑性应变的影响,建立累积塑性应变预测模型,并对试验的实测值与预测值进行对比,验证模型的可行性。研究成果可为季冻区黄土路基永久变形的计算提供理论参考依据。 展开更多
关键词 黄土累积塑性应变 冻融循环 动应力比 频率 预测模型
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