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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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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 Endoscopic Ultrasound ELASTOGRAPHY strain ratio Real Time Pancreatic lesions
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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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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 Two Yutian earthquakes Benioff strain ratio Seismic activity North-South Seismic Belt
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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:14
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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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颗粒表面粗糙度对材料小应变动力特性的影响
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作者 张涛 吴健 +1 位作者 魏骁 杨仲轩 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第8期1783-1790,共8页
土体的小应变剪切模量和阻尼比是表征土体动力学特性的重要参数,不仅受到土体密实度和应力状态的影响,还受到土体颗粒级配、形状等颗粒特征的影响。颗粒表面粗糙度是重要的土体颗粒特征之一,然而关于颗粒表面粗糙度对土体小应变动力特... 土体的小应变剪切模量和阻尼比是表征土体动力学特性的重要参数,不仅受到土体密实度和应力状态的影响,还受到土体颗粒级配、形状等颗粒特征的影响。颗粒表面粗糙度是重要的土体颗粒特征之一,然而关于颗粒表面粗糙度对土体小应变动力特性影响的研究较为匮乏。利用能量注入式虚拟质量共振柱设备,系统地测试了颗粒表面粗糙度不同的玻璃珠所成试样的小应变剪切模量和阻尼比;采用三维干涉显微镜测量了玻璃珠的表面粗糙度,并量化表征粗糙度对试样小应变剪切模量和阻尼比的影响。试验结果表明,在相同孔隙比和有效应力条件下,试样的小应变剪切模量随颗粒表面粗糙度增大而减小,而小应变阻尼比受颗粒表面粗糙度影响的规律不明显。研究结果表明,当材料的颗粒形状、级配等因素相近时,颗粒表面粗糙度对材料小应变剪切模量的影响不应被忽略。 展开更多
关键词 表面粗糙度 颗粒材料 小应变 剪切模量 阻尼比
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基于响应面法的汽车翼子板冲压成形工艺多目标优化
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作者 段磊 陈鹏 +4 位作者 张洋 向婷 董浩 马舟 王俊博 《塑性工程学报》 CAS CSCD 北大核心 2024年第10期44-54,共11页
为解决汽车翼子板冲压成形时出现的破裂、表面凹陷及滑移线等质量问题,利用Autoform软件对拉延成形过程进行数值模拟,基于响应面法的中心复合设计,选取压边力、摩擦因数、拉延筋阻力系数为优化变量,以最大减薄率、主次应变、表面滑移线... 为解决汽车翼子板冲压成形时出现的破裂、表面凹陷及滑移线等质量问题,利用Autoform软件对拉延成形过程进行数值模拟,基于响应面法的中心复合设计,选取压边力、摩擦因数、拉延筋阻力系数为优化变量,以最大减薄率、主次应变、表面滑移线最大滑移距离为优化目标,建立优化变量对优化目标影响的响应面模型,确定最优工艺参数组合为:压边力700 kN,摩擦因数0.15,拉延筋1、拉延筋2、拉延筋3和拉延筋4的阻力系数分别为0.45、0.45、0.35和0.45 N·mm^(-1)。基于最优工艺参数的模拟结果,通过设计加强拉延筋将表面滑移线最大滑移距离降为4.94 mm。对比模拟结果和实际试模样件的检测结果发现,两者基本一致,制件的最大减薄率、主次应变、表面滑移线最大滑移距离均满足技术要求,从而验证了响应面法优化冲压工艺的可行性和有效性。 展开更多
关键词 板料成形 响应面法 减薄率 主应变 次应变 滑移线
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基于能量转化机制的岩石强度的演化机理研究 被引量:1
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作者 郭建强 王姣姣 +1 位作者 张钦榕 刘继 《力学季刊》 CAS CSCD 北大核心 2024年第1期155-166,共12页
针对岩石强度的演化机理是提高强度准则计算精度与适用性的前提,基于能量转化是物质物理过程的本质属性,弹性应变能是材料破坏的内在机理,通过试验与理论研究,探究了围压、中间主应力及泊松比对岩石强度演化规律的影响.结果表明:岩石破... 针对岩石强度的演化机理是提高强度准则计算精度与适用性的前提,基于能量转化是物质物理过程的本质属性,弹性应变能是材料破坏的内在机理,通过试验与理论研究,探究了围压、中间主应力及泊松比对岩石强度演化规律的影响.结果表明:岩石破坏与应力状态及岩石变形特性有关,忽略泊松比的影响是中间主应力效应提出的理论依据,并指出围压效应与中间主应力效应忽略变形影响,既与试验结果不一致,又是据此建立的强度理论精度较差的内在原因.岩石强度的演化是围压、中间主应力及泊松比共同作用的结果,并据此研究了静水应力状态下材料破坏特性、围压区间性及三轴拉伸强度恒大于三轴压缩强度条件.理论及试验表明,体现了围压、中间主应力及泊松比影响的强度理论具有较高计算精度与适用性.研究成果对于精准地描述岩石破坏特性,建立普遍适用的强度理论具有重要意义. 展开更多
关键词 弹性应变能 强度演化 中主应力效应 泊松比 应力状态
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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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基于相似理论的冲击模型试验结果修正-钢管混凝土柱的研究
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作者 郑刚 肖建春 +2 位作者 郭华 马克俭 邱芸 《振动与冲击》 EI CSCD 北大核心 2024年第20期140-149,共10页
缩尺模型冲击试验是研究原尺寸钢管混凝土冲击性能的重要手段之一,由于在冲击作用下,受应变率效应的影响,钢管混凝土柱缩尺模型试验中材料的动力强度和原型结构的动力强度并不满足相似比关系,导致缩尺试验结果映射原型结构冲击性能时存... 缩尺模型冲击试验是研究原尺寸钢管混凝土冲击性能的重要手段之一,由于在冲击作用下,受应变率效应的影响,钢管混凝土柱缩尺模型试验中材料的动力强度和原型结构的动力强度并不满足相似比关系,导致缩尺试验结果映射原型结构冲击性能时存在一定的误差。基于密度、几何尺寸、冲击速度量纲体系建立相似模型准则,建立了大尺寸钢管混凝土柱侧向冲击的1/2、1/4和1/8相似缩尺模型,同时利用Workbench/LS-DYNA软件建立圆钢管混凝土柱侧向冲击的有限元模型,在验证模型的有效性后,分别从钢材和混凝土应变率敏感方程出发,对动态屈服应力相似性进行分析,重新推导相似比系数以解决材料应变率效应对不同相似比模型冲击性能的影响。结果表明,在考虑材料动态屈服应力相似后,钢管混凝土柱缩尺模型映射原尺寸结构冲击性能时,接触力、最大变形、屈服应力、冲击物速度和时间历程曲线吻合度的误差均得到进一步减小,其中最大变形误差减小最为显著,最大变形误差均在1.5%以内。总之,考虑材料动态屈服应力相似后,钢管混凝土柱缩尺模型映射原尺寸结构冲击性能的误差得到有效减小。 展开更多
关键词 钢管混凝土 应变率效应 相似比 冲击
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饱和珊瑚砂体应变发展模式与预测模型试验研究
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作者 王路阳 吴琪 +3 位作者 周正龙 张鑫磊 王炳辉 陈国兴 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第9期1965-1973,共9页
珊瑚砂具有较好的排水条件,地震、波浪荷载作用下饱和珊瑚砂产生的排水变形易引起海床和附近结构物的破坏。利用GDS循环三轴仪,针对南沙岛礁饱和珊瑚砂试样进行了一系列循环排水加载试验,以探究细粒含量FC、相对密度D_r及循环应力比CSR... 珊瑚砂具有较好的排水条件,地震、波浪荷载作用下饱和珊瑚砂产生的排水变形易引起海床和附近结构物的破坏。利用GDS循环三轴仪,针对南沙岛礁饱和珊瑚砂试样进行了一系列循环排水加载试验,以探究细粒含量FC、相对密度D_r及循环应力比CSR对饱和珊瑚砂变形特性的影响。试验结果表明,饱和珊瑚砂的累积体应变ε_(vp)的发展速率和变形程度随FC、CSR的增大而增大,随D_(r)的增大而减小。饱和珊瑚砂ε_(vp)-N关系曲线呈现出循环平稳和循环蠕变两种发展模式。引入潜在破坏系数DP表征FC对ε_(vp)发展模式的影响,建立了DP×CSR-D_(r)框架的饱和珊瑚砂体应变发展模式评价方法。为表征FC及D_(r)对饱和珊瑚砂ε_(vp)-N关系曲线的影响,引入了骨架孔隙比e_(sk)*,发现两种发展模式下ε_(vp-s)与e_(sk)*均存在良好的相关性,遂建立了排水循环加载条件下饱和珊瑚砂的体应变发展模型,可以较好地预测饱和珊瑚砂的累积体应变发展规律。 展开更多
关键词 珊瑚砂 细粒含量 累积体应变 等效骨架孔隙比 潜在破坏系数
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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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HB400/HG70双金属工程机械钢热轧结合行为模拟研究
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作者 饶永鹏 蒋际循 +2 位作者 秦芳诚 齐会萍 张连明 《精密成形工程》 北大核心 2024年第11期91-99,共9页
目的研究HB400/HG70双金属热轧过程中轧制温度、压下率和轧辊转速对应力、应变及温度分布的影响规律。方法利用ABAQUS有限元数值模拟软件,建立了HB400耐磨钢/HG70焊接钢双金属热轧有限元模型。结果当压下率从50%增加至60%时,HB400与HG7... 目的研究HB400/HG70双金属热轧过程中轧制温度、压下率和轧辊转速对应力、应变及温度分布的影响规律。方法利用ABAQUS有限元数值模拟软件,建立了HB400耐磨钢/HG70焊接钢双金属热轧有限元模型。结果当压下率从50%增加至60%时,HB400与HG70两侧等效应变差值增大,已结合的部位由于变形量加大和应力集中导致结合失效。当压下率为50%时,结合区域等效应变为0.77~0.87,两侧的平均等效应变差值为0.0047且最大值为0.01。轧制速度过快导致双金属未完全结合就离开了轧制区域,降低轧制速度可以使垂直轧制方向的应力分布更均匀,当轧制速度为0.6 rad/s时,HB400与HG70两侧等效应变没有明显差别。温度升高可以提高HB400与HG70两侧的变形均匀性。随着压下率的增加,复合板与轧辊的传热效率增强。复合板的温度下降更加明显。结论HB400与HG70双金属复合板的轧制协调性较好,无明显翘曲。热轧后双金属外侧应力大于结合区域应力;提高轧制温度、压下率和降低轧辊转速,能使垂直轧制方向的应力分布更均匀。最佳的热轧条件为温度1200℃、压下率50%、轧制速度0.6rad/s。 展开更多
关键词 双金属材料 热轧工艺 结合行为 压下率 等效应变
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双层金属板材同速异径蛇形轧制复合变形研究
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作者 乔福振 国树东 +2 位作者 杨超 杨瑞卿 江连运 《太原科技大学学报》 2024年第3期236-242,共7页
采用ANSYS Multiphysics/LS-DYNA软件对Q345碳钢/NM400耐磨钢复合板轧制复合过程进行了有限元模拟,并开展蛇形轧制实验,验证了所建立有限元模型的准确性。总结了轧辊直径、错位量、摩擦条件和压下量对复合板变形行为的影响,结果表明,其... 采用ANSYS Multiphysics/LS-DYNA软件对Q345碳钢/NM400耐磨钢复合板轧制复合过程进行了有限元模拟,并开展蛇形轧制实验,验证了所建立有限元模型的准确性。总结了轧辊直径、错位量、摩擦条件和压下量对复合板变形行为的影响,结果表明,其他工艺参数不变条件下,初始辊径和摩擦条件对复合板平直度的影响较大,初始辊径越大和摩擦系数越小,复合板越平直;错位量和压下量对复合板结合面处等效塑性应变的影响较大,错位量适当增大,压下量越大,复合板结合面处变形更充分;轧辊直径对复合板厚度比影响较大,轧辊直径越大,复合板层厚比越大。其中蛇形轧制错位量的调整可同时实现对板材厚度比、等效塑性应变和弯曲曲率的正向调控,证明了可以通过调整蛇形轧制的错位量获得形性兼优的金属复合板。 展开更多
关键词 复合板 蛇形轧制 等效塑性应变 层厚比 弯曲曲率
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