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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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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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Use of Plastic Correction Formula to Improve Accuracy of Welding Residual Stress Test with Blind-Hole Method 被引量:3
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作者 Qiu Zhao Kongsheng Chen +3 位作者 Meizhong Chen Bruno Briseghella Zhiyong Guo Guotao Yang 《Transactions of Tianjin University》 EI CAS 2018年第5期480-488,共9页
The blind-hole method is the most widely used approach to experimentally determine the distribution of residual stress. This paper aims to improve test accuracy of welding residual stress and conducts an experimental ... The blind-hole method is the most widely used approach to experimentally determine the distribution of residual stress. This paper aims to improve test accuracy of welding residual stress and conducts an experimental study on the strain release factors involved when using the blind-hole method for Q235 and Q345, two steels commonly used in building structures. The ranges of strain release factors A and B in the elastic stage, the effects of strain release factors on residual stress calculated values, and the plastic corrected strain release factors are analyzed considering of the effect of plastic deformation around the blind hole on measurement accuracy. Finally, a simplified calculation formula to determine strain release factors is proposed for use with the blind-hole method. Results show that in the elastic stage, strain release factor A for Q235 and Q345 ranges from-0.399 to-0.525 and strain release factor B from-0.791 to-0.960. Changing the strain release factors A and B shows that calculated residual tensile stress varies in relation to a decrease in both factor values. However, there is a increase in calculated residual compressive stress with a decrease in the strain release factor A value, but there is an decrease with a decrease in strain release factor B value. Calculated residual stress applied to elastic strain release factors is compared with that applied to amended plastic strain release factors for Q235 steel. The maximum deviation between calculated residual stress and test stress is reduced from 21.1 to 1.0%,and for Q345 steel from 26.5 to 1.2%. It is thus evident that the plastic correction formula proposed in this paper can be used in calculations when conducting a residual stress test. 展开更多
关键词 Blind-hole method WELDING RESIDUAL stress·Calibration test strain RELEASE factor plastic CORRECTION
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UPPER BOUND METHOD FOR SINTERED POWDER MATERIALS IN PLANE STRAIN 被引量:4
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作者 Hua, Lin Zhao, Zhongzhi 《中国有色金属学会会刊:英文版》 EI CSCD 1994年第2期86-91,共6页
UPPERBOUNDMETHODFORSINTEREDPOWDERMATERIALSINPLANESTRAINUPPERBOUNDMETHODFORSINTEREDPOWDERMATERIALSINPLANESTRA... UPPERBOUNDMETHODFORSINTEREDPOWDERMATERIALSINPLANESTRAINUPPERBOUNDMETHODFORSINTEREDPOWDERMATERIALSINPLANESTRAIN¥Hua,LinZhao,Zh... 展开更多
关键词 sintered POWDER MATERIAL UPPER BOUND method PLANE strain
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On the plastic buckling of curved carbon nanotubes 被引量:1
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作者 Mohammad Malikan 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2020年第1期46-56,共11页
This research,for the first time,predicts theoretically static stability response of a curved carbon nanotube(CCNT)under an elastoplastic behavior with several boundary conditions.The CCNT is exposed to axial compress... This research,for the first time,predicts theoretically static stability response of a curved carbon nanotube(CCNT)under an elastoplastic behavior with several boundary conditions.The CCNT is exposed to axial compressive loads.The equilibrium equations are extracted regarding the Euler–Bernoulli displacement field by means of the principle of minimizing total potential energy.The elastoplastic stress-strain is concerned with Ramberg–Osgood law on the basis of deformation and flow theories of plasticity.To seize the nano-mechanical behavior of the CCNT,the nonlocal strain gradient elasticity theory is taken into account.The obtained differential equations are solved using the Rayleigh–Ritz method based on a new admissible shape function which is able to analyze stability problems.To authorize the solution,some comparisons are illustrated which show a very good agreement with the published works.Conclusively,the best findings confirm that a plastic analysis is crucial in predicting the mechanical strength of CCNTs. 展开更多
关键词 plastic buckling Curved carbon nanotubes Nonlocal strain gradient theory Euler–Bernoulli beam Rayleigh–Ritz method
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RPC应力-应变曲线系数与塑性损伤因子无量纲化计算模型研究 被引量:1
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作者 卜良桃 刘港平 《工程力学》 EI CSCD 北大核心 2024年第5期120-133,共14页
为了方便活性粉末混凝土(Reactive Powder Concrete,RPC)等效矩形应力图系数与塑性损伤因子的计算与取值,对RPC应力-应变曲线系数与塑性损伤因子的计算模型进行了理论研究。通过对现有的计算方法进行无量纲化转化,推导了决定计算模型的... 为了方便活性粉末混凝土(Reactive Powder Concrete,RPC)等效矩形应力图系数与塑性损伤因子的计算与取值,对RPC应力-应变曲线系数与塑性损伤因子的计算模型进行了理论研究。通过对现有的计算方法进行无量纲化转化,推导了决定计算模型的四个原函数条件;对一个实际的应力-应变关系进行了计算,将得到的结果进行了分析;并对受弯矩形梁非极限状态下截面内力和力矩的推定计算进行了演示。针对应力-应变关系式含有非整次有理分式的情况提出了曲线拟合方法;研究了拟合次数、拟合区间和拟合函数类型对拟合精度与稳定性的影响。比较了4种典型的RPC本构模型在同种材料下的应力-应变曲线系数与损伤因子取值模型曲线,结果显示:拟合曲线得到的取值模型与其他原始曲线得到的取值模型在曲线上具有较高的相似度,证明了曲线拟合方法的准确可靠性;最后给出了一种RPC受压应力-应变曲线系数与塑性损伤因子无量纲化取值模型。 展开更多
关键词 活性粉末混凝土 应力-应变曲线系数 等效矩形应力图系数 塑性损伤因子 曲线拟合方法
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重塑黄土的往返加卸载真三轴试验研究
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作者 邵帅 张佳庆 +3 位作者 邵生俊 宋佳瑶 严广艺 朱学亮 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第7期1491-1497,共7页
针对不同应力路径往返加卸载条件下黄土累积塑性应变发展特性,以重塑黄土为研究对象,利用真三轴仪开展不同应力路径的往返加卸载试验研究,探究不同应力路径、应力幅值下黄土的循环应力时程曲线、滞回曲线、骨干曲线及累积塑性应变曲线... 针对不同应力路径往返加卸载条件下黄土累积塑性应变发展特性,以重塑黄土为研究对象,利用真三轴仪开展不同应力路径的往返加卸载试验研究,探究不同应力路径、应力幅值下黄土的循环应力时程曲线、滞回曲线、骨干曲线及累积塑性应变曲线的影响规律。揭示了应力路径对重塑黄土力学特性的影响,描述了各主应力与中主应力比b和应力幅值的相关性,提出了重塑黄土的滞回曲线近似呈椭圆形,长轴斜率随中主应力比b值的增大而增大,随应力幅值的增大而减小;随着中主应力比b值的增大,循环应力-应变骨干曲线随之硬化,累积塑性应变曲线依次降低,且累积塑性应变发展更早的进入平缓阶段,为解决相关黄土工程问题提供了参考。 展开更多
关键词 真三轴仪 循环应力 中主应力比 滞回曲线 骨干曲线 累积塑性应变
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Effects of strain state and slip mode on the texture evolution of a near-α TA15 titanium alloy during hot deformation based on crystal plasticity method 被引量:7
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作者 Jie Zhao Liangxing Lv +1 位作者 Kehuan Wang Gang Liu 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2020年第3期125-134,共10页
A thorough understanding of the texture evolution of near-αtitanium alloys during the hot metal forming can help obtain an optimal crystallographic texture and material performance.The strain state has an obvious eff... A thorough understanding of the texture evolution of near-αtitanium alloys during the hot metal forming can help obtain an optimal crystallographic texture and material performance.The strain state has an obvious effect on the texture evolution of near-αtitanium alloys during the hot metal forming.In this paper,the texture evolution of a near-αTA15 titanium alloy during the hot metal forming under different strain states were discussed based on the crystal plasticity finite element method.It is found that the basal and prismatic slip systems are regarded as the dominant slip modes due to the similar low critical resolved shear stress during the hot metal forming of the TA15 sheet rotating the lattice around the[1010]and 0001 axis,respectively.Once both of them cannot be activated,the pyramidal-2 slipping occurs rotating the lattice around the[1010]axis.The relationship between the texture evolution and strain state is established.All the(0001)orientations form a band perpendicular to the direction of the first principal strain.The width of the band along the direction of the second principal strain depends on the ratio of the compressive effect to the tensile effect of the second principal strain.This relationship can help control the crystallographic texture and mechanical properties of the titanium alloys component during the hot metal forming. 展开更多
关键词 Texture evolution strain states Crystal plasticITY method Near-αTA15 sheets Hot deformation
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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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四种典型球墨铸铁应变释放系数及其塑性修正研究
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作者 汪友路 钱冬冬 +2 位作者 刘爱军 解明国 张学斌 《铸造》 CAS 2024年第7期1017-1023,共7页
盲孔法是工程中测量残余应力最普遍的方法,其中材料的应变释放系数是该方法中的关键参数,目前国内外对球墨铸铁的应变释放系数研究相对较少。本文采用盲孔法对四种常用球墨铸铁QT450-10、QT550-6、QT600-3和QT700-4的应变释放系数进行... 盲孔法是工程中测量残余应力最普遍的方法,其中材料的应变释放系数是该方法中的关键参数,目前国内外对球墨铸铁的应变释放系数研究相对较少。本文采用盲孔法对四种常用球墨铸铁QT450-10、QT550-6、QT600-3和QT700-4的应变释放系数进行了标定,得到应变释放系数与应力的关系曲线,发现低牌号的球墨铸铁由于铁素体含量多,对应力集中更为敏感,在标定试验中易产生局部的塑性变形。使用基于形状改变比能S的修正方法对四种球墨铸铁的应变释放系数进行修正,发现和其他均质金属材料不同,球墨铸铁应变释放系数与■之间存在良好的线性关系,因此提出了球墨铸铁应变释放系数关于■的修正公式,可直接应用于盲孔法测量球墨铸铁的残余应力。 展开更多
关键词 球墨铸铁 应变释放系数 盲孔法 残余应力 塑性修正
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基于塑性屈服体积-应变增量积的特高拱坝整体稳定性评价
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作者 李桂林 左金涛 +1 位作者 张广森 肖明砾 《水电能源科学》 北大核心 2024年第3期101-104,114,共5页
坝肩岩体的工作性状是评价拱坝整体稳定性的重要依据,也是特高拱坝设计与安全调控的重点与难点。数值模拟分析中,以拉裂及压剪屈服区域发育范围的传统评价方法无法考虑岩体及结构面损伤屈服程度,且难以准确评判断层等对应力状态敏感材... 坝肩岩体的工作性状是评价拱坝整体稳定性的重要依据,也是特高拱坝设计与安全调控的重点与难点。数值模拟分析中,以拉裂及压剪屈服区域发育范围的传统评价方法无法考虑岩体及结构面损伤屈服程度,且难以准确评判断层等对应力状态敏感材料的工作性态。为此,提出一种基于应变增量判断建坝蓄水后坝肩结构面是否进入屈服状态,采用塑性单元体积与其应变增量的乘积为指标的拱坝整体稳定性评价方法,并采用该方法对ZY特高拱坝展开研究,揭示了其坝肩岩体及结构面在正常运行工况及超载条件下整体稳定特征演化规律,厘清了显著影响坝肩稳定性的断层及结构面,为特高拱坝整体稳定性评估及加固措施优化调控提供了技术支撑。 展开更多
关键词 拱坝 结构面 整体稳定性 超载法 塑性屈服 应变增量
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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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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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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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基于跌落仿真的集成灶包装优化设计
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作者 宋畅 范正炼 +1 位作者 马荣鑫 龙依婷 《包装工程》 CAS 北大核心 2024年第19期283-290,共8页
目的对集成灶的跌落缓冲包装进行原始的设计及优化,要求通过实体样机测试验证并满足装柜量要求。方法首先,用缓冲系数法对包装进行初始设计得到最小厚度;其次,用ABAQUS建立跌落有限元模型做模拟测试,获取精确的脆值来校准最小厚度,以进... 目的对集成灶的跌落缓冲包装进行原始的设计及优化,要求通过实体样机测试验证并满足装柜量要求。方法首先,用缓冲系数法对包装进行初始设计得到最小厚度;其次,用ABAQUS建立跌落有限元模型做模拟测试,获取精确的脆值来校准最小厚度,以进行装柜尺寸约束判定;最后,通过仿真位移云图和等效塑性应变云图做跌落过程的失效分析,对包装进行局部优化。改善前后的方案同步做实体样机测试验证。结果仿真模型的云图显示,基于包装优化方案的侧板等效塑性应变从0.158降低到0.020,达到了仿真判定合格的标准,与测试结果一致,同时装柜量能得到保证。结论仿真模型与缓冲系数法结合的设计方法,能有效指导包装设计,节约测试资源,缩短开发周期。 展开更多
关键词 集成灶 跌落 缓冲系数法 脆值 仿真 装柜量 等效塑性应变
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下穿既有快速路的不同隧道开挖工法模拟分析
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作者 要海亮 《山西交通科技》 2024年第3期84-87,107,共5页
以某新建隧道下穿既有快速路为项目背景,通过有限元数值模拟手段对比分析了CD法和双侧壁导坑法开挖隧道时对既有公路的影响,分析结果表明CD法和双侧壁导坑法开挖造成的路面最大沉降值依次为1.73 cm和1.43 cm,双侧壁导坑法施工过程中的... 以某新建隧道下穿既有快速路为项目背景,通过有限元数值模拟手段对比分析了CD法和双侧壁导坑法开挖隧道时对既有公路的影响,分析结果表明CD法和双侧壁导坑法开挖造成的路面最大沉降值依次为1.73 cm和1.43 cm,双侧壁导坑法施工过程中的路面沉降及沉降增量均小于CD法。双侧壁导坑法的塑性区分布范围比CD法更大,但均满足隧道开挖时的稳定性要求。 展开更多
关键词 隧道 CD法 双侧壁导坑法 沉降 塑性应变
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5A06-O铝镁合金板材差温拉深凸耳行为研究
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作者 王会廷 杨金顺 +2 位作者 梁怡航 高鹏博 方进秀 《内蒙古工业大学学报(自然科学版)》 2024年第5期385-393,共9页
采用单向热拉伸试验测定了5A06-O铝镁合金在温热条件下(150~275℃)的流变应力曲线及厚向异性系数,通过扫描电镜对不同温度下单向拉伸试样颈缩断裂处的断口进行形貌观察分析。通过差温拉深试验研究了5A06-O铝镁合金在温热条件下的凸耳形... 采用单向热拉伸试验测定了5A06-O铝镁合金在温热条件下(150~275℃)的流变应力曲线及厚向异性系数,通过扫描电镜对不同温度下单向拉伸试样颈缩断裂处的断口进行形貌观察分析。通过差温拉深试验研究了5A06-O铝镁合金在温热条件下的凸耳形成及演变规律。结果表明,拉深件的凸耳出现在与轧制方向成45°方向处,且平均凸耳率随着成形温度的升高先降低后增大,在250℃差温拉深条件下平均凸耳率最小,这与平面各向异性系数∆r有密切关系;在150、200、275℃,平均凸耳率随拉深比的增大呈现先增大后减小的趋势,而在250℃平均凸耳率随着拉深比的增大而增大;拉深件45°方向的减薄率与增厚率明显低于0°及90°方向,其原因在于该方向有着最大的塑性应变比r;250℃成形的零件三个方向均有着最低的减薄率与增厚率,壁厚分布最为均匀,其原因在于该温度有着最大的平均塑性应变比r。成形速度对5A06-O铝镁合金的成形性能有着显著影响,在室温及温热条件宜采用较快的拉深速度,本试验中5mm/s为最佳,但随着拉深速度的增加,平均凸耳率呈现上升趋势。 展开更多
关键词 5A06-O铝镁合金 高温拉伸 塑性应变比 温成形 凸耳 成形速度
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PREDICTION FOR FORMING LIMIT OF AL2024T3 SHEET BASED ON DAMAGE THEORY USING FINITE ELEMENT METHOD 被引量:1
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作者 Tang C.Y. Fan Jianping Tsui C.P. 《Acta Mechanica Solida Sinica》 SCIE EI 2006年第2期174-180,共7页
This paper presents the application of anisotropic damage theory to the study of forming limit diagram of A12024T3 aluminum alloy sheet. In the prediction of limiting strains of the aluminum sheet structure, a finite ... This paper presents the application of anisotropic damage theory to the study of forming limit diagram of A12024T3 aluminum alloy sheet. In the prediction of limiting strains of the aluminum sheet structure, a finite element cell model has been constructed. The cell model consists of two phases, the aluminum alloy matrix and the intermetallic cluster. The material behavior of the aluminum alloy matrix is described with a fully coupled elasto-plastic damage constitutive equation. The intermetallic cluster is assumed to be elastic and brittle. By varying the stretching ratio, the limiting strains of the sheet under biaxial stretching have been predicted by using the necking criterion proposed. The prediction is in good agreement with the experimental findings. Moreover, the finite element cell model can provide information for understanding the microscopic damage mechanism of the aluminum alloy. Over-estimation of the limit strains may result if the effect of material damage is ignored in the sheet metal forming study. 展开更多
关键词 forming limit diagram (FLD) anisotropic damage finite element method (FEM) limit strain localized necking elasto-plastic deformation
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侧向堆土作用下桩柱式桥墩延性性能研究
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作者 王兵见 贾延安 +1 位作者 郭瑞 邓松 《公路交通科技》 CAS CSCD 北大核心 2023年第3期136-140,共5页
为了研究建造在高陡坡位置上的桩柱式桥墩在堆土作用下的侧移性能及桩体关键截面的曲率延性,解决常规水平受力桩模型假设的局限性,采用土体应变楔模型半解析方法分析了侧向堆土作用下桩-土系统非线性行为。将桩柱式桥墩采用等效悬臂梁... 为了研究建造在高陡坡位置上的桩柱式桥墩在堆土作用下的侧移性能及桩体关键截面的曲率延性,解决常规水平受力桩模型假设的局限性,采用土体应变楔模型半解析方法分析了侧向堆土作用下桩-土系统非线性行为。将桩柱式桥墩采用等效悬臂梁模型进行仿真,分析了天然状态和饱和状态的堆土楔形体对于桥墩的作用影响规律。比较了有堆土和无堆土两种工况下桩柱的变形特征。结合工程实例,研究了桥梁运营状态时,在温度变化、混凝土收缩、徐变影响力和汽车制动力作用组合下桩柱发生非弹性位移时的局部曲率延性能力。结果表明:根据堆土楔形体模型,堆土场形成的滑坡作用在桥墩上的侧向弯矩对其承载能力影响显著;有无堆土对桩身轴力影响不显著,但对剪力影响显著,剪力曲线特征转折点(最不利剪力位置)由于堆土的存在发生上移;采用土楔形体模型以及柱式桥墩等效悬臂梁模型可以成功估算柱式桥墩基础在侧向堆土作用下的塑性铰位置,以及桩柱的横向极限承载力。总结了桥下堆土在导致桥墩倾斜过程中的影响,并对桥下堆载的放置提出了建议。 展开更多
关键词 桥梁工程 桩柱式桥墩 应变楔方法 等效悬臂梁 侧向堆土 塑性铰
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