期刊文献+
共找到338篇文章
< 1 2 17 >
每页显示 20 50 100
IMPROVEMENT ON THE CALCULATION OF PLASTIC STRAIN RATIO IN BCC MONOCRYSTALS
1
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
下载PDF
STRAIN-DEPENDENCE OF PLASTIC STRAIN RATIO OF DEEP-DRAWING ALUMINIUM-KILLED STEEL SHEET
2
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
下载PDF
EFFECT OF THE POISSON RATIO ON THE PERFECTLY PLASTIC STRESS FIELD AT A STATIONARY PLANE-STRAIN CRACK TIP
3
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
下载PDF
Use of Plastic Correction Formula to Improve Accuracy of Welding Residual Stress Test with Blind-Hole Method 被引量:2
4
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
下载PDF
UPPER BOUND METHOD FOR SINTERED POWDER MATERIALS IN PLANE STRAIN 被引量:4
5
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
下载PDF
On the plastic buckling of curved carbon nanotubes 被引量:1
6
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
下载PDF
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
7
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
下载PDF
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
8
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
原文传递
Improvements of the crystallographic approach to plastic strain ratio in deep drawing steel sheets
9
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.
原文传递
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
10
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
下载PDF
冻融循环作用下黄土累积塑性应变演变规律
11
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
下载PDF
冷轧加工率对5182-O铝合金汽车板性能和织构的影响
12
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
下载PDF
PREDICTION FOR FORMING LIMIT OF AL2024T3 SHEET BASED ON DAMAGE THEORY USING FINITE ELEMENT METHOD 被引量:1
13
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
下载PDF
基于图形散斑相关法(DIC)的结构钢塑性应变分布研究 被引量:2
14
作者 郑健 鲜岸江 +2 位作者 刘育博 唐姝 董事尔 《建筑结构》 北大核心 2023年第7期104-108,129,共6页
韧性断裂作为结构钢的一种重要破坏形式,近年来吸引了许多学者对其进行研究。为研究结构韧性断裂的本构关系,首先从塑性全量理论出发,基于四个假定引入了修正外形曲线的材料系数,详细推导了钢材主应力面上塑性应变分布的数学模型;然后,... 韧性断裂作为结构钢的一种重要破坏形式,近年来吸引了许多学者对其进行研究。为研究结构韧性断裂的本构关系,首先从塑性全量理论出发,基于四个假定引入了修正外形曲线的材料系数,详细推导了钢材主应力面上塑性应变分布的数学模型;然后,基于图形散斑相关法(DIC)拟合标定了Q235及Q345结构钢的修正外形曲线的材料系数。通过研究,给出了一种精确的计算结构钢大塑性变形主应力上应变分布的方法,以期为今后研究和预防钢结构韧性断裂提供参考。 展开更多
关键词 结构钢 塑性应变分布 韧性断裂 图形散斑相关法
下载PDF
高水头差船闸围堰防渗墙塑性混凝土试验研究 被引量:3
15
作者 李林恩 鲁舟 《水运工程》 北大核心 2023年第1期180-185,190,共7页
依托江西万安高水头差船闸围堰,并依据水利水电相关试验标准,通过调整防渗墙塑性混凝土的水胶比、膨润土掺量等参数,确定适用于高水头差围堰的高极限应变、低抗压强度、低弹性模量及低渗透系数的塑性混凝土配合比(即水胶比为0.80、膨润... 依托江西万安高水头差船闸围堰,并依据水利水电相关试验标准,通过调整防渗墙塑性混凝土的水胶比、膨润土掺量等参数,确定适用于高水头差围堰的高极限应变、低抗压强度、低弹性模量及低渗透系数的塑性混凝土配合比(即水胶比为0.80、膨润土掺量为25%),并经现场注水试验及高密度电测法检测。结果表明,该塑性混凝土防渗墙抗渗性能优异、区段连续性及总体完整性良好。在围堰使用期内,通过监测塑性混凝土防渗墙内部的应变,发现塑性混凝土均处于安全的受压状态,防渗墙止水效果良好。 展开更多
关键词 高水头差围堰 塑性混凝土配合比 水胶比及膨润土掺量 高密度电法 应变监测
下载PDF
抗表面接触疲劳剥离新型重载机车车轮的开发
16
作者 姚三成 江波 +3 位作者 刘学华 赵海 邹强 陈刚 《宝钢技术》 CAS 2023年第2期1-8,共8页
踏面剥离是重载机车车轮一种普发性的表面损伤形式,直接关系到车轮镟修频次和使用寿命。基于对实际服役车轮损伤模式的识别,从协调平衡滚动接触疲劳(RCF)与磨损性能的竞争关系着手,在现有高强度级别的碳素钢车轮基础上,通过钒微合金化... 踏面剥离是重载机车车轮一种普发性的表面损伤形式,直接关系到车轮镟修频次和使用寿命。基于对实际服役车轮损伤模式的识别,从协调平衡滚动接触疲劳(RCF)与磨损性能的竞争关系着手,在现有高强度级别的碳素钢车轮基础上,通过钒微合金化和与之适配的热处理工艺,开发出高屈强比的新材质机车车轮,研究了其显微组织、力学性能、循环塑性和表面接触疲劳行为。 展开更多
关键词 踏面剥离 棘轮效应 塑性应变累积 钒微合金化 屈强比
下载PDF
基于塑性应变增量法的路基压实效果检测评价 被引量:1
17
作者 黄涛 徐大众 +2 位作者 姚鑫 王俊刚 肖斌超 《北方交通》 2023年第9期55-59,共5页
为检测评价路基压实效果,提出了一种新型塑性应变增量法。利用土层厚度实时检测装置测量新填土层的实时压缩沉降和应变。由压缩产生的塑性应变随碾压遍数递减,以当次碾压较上一次碾压的应变增量作为压实效果的评价参量。现场试验结果表... 为检测评价路基压实效果,提出了一种新型塑性应变增量法。利用土层厚度实时检测装置测量新填土层的实时压缩沉降和应变。由压缩产生的塑性应变随碾压遍数递减,以当次碾压较上一次碾压的应变增量作为压实效果的评价参量。现场试验结果表明:利用塑性应变增量法采集数据快捷稳定可靠。该方法可用于评价路基压实效果。 展开更多
关键词 路基 压实效果 塑性应变增量法 压实度法
下载PDF
十字形圆钢管节点平面内受弯滞回性能试验研究
18
作者 赵必大 张睿泽 +3 位作者 吴双双 周航杰 黄禛哲 李福龙 《浙江工业大学学报》 CAS 北大核心 2023年第2期139-145,共7页
为研究十字形圆钢管节点的面内受弯滞回性能,进行了2个支主管直径比不同的节点在平面内往复弯矩作用下的试验研究。研究结果表明:节点以主管管壁的塑性变形和裂纹扩展为主要耗能方式,加载后期的支管根部塑性变形对耗能也有一定贡献;节... 为研究十字形圆钢管节点的面内受弯滞回性能,进行了2个支主管直径比不同的节点在平面内往复弯矩作用下的试验研究。研究结果表明:节点以主管管壁的塑性变形和裂纹扩展为主要耗能方式,加载后期的支管根部塑性变形对耗能也有一定贡献;节点破坏模式为节点域主管管壁经历较大塑性发展后撕裂,节点的变形能力和延性较好;节点的荷载—位移滞回曲线饱满,表现出良好的滞回特性。试验所得节点的抗弯承载力比规范计算值提高了17%~23%,通过对比中等节点和较大节点的支主管直径比,发现较大节点的主管管壁塑性发展更为均匀,抗弯承载力更高,耗能更大,延性更好。 展开更多
关键词 十字形圆钢管 节点 直径比 承载力 塑性应变
下载PDF
高吸水性树脂对高延性水泥基材料性能的影响
19
作者 刘家宝 水中和 +2 位作者 亓习博 李世祥 肖勋光 《硅酸盐通报》 CAS 北大核心 2023年第12期4224-4232,共9页
分别采用干拌与预吸水拌合两种方式将高吸水性树脂(SAP)加入高延性水泥基材料(ECC)浆体,分析不同掺量及拌合方式下SAP对ECC的极限拉伸应变、抗拉强度、约束收缩和韧性等性能的影响。结果表明:以干拌方式加入SAP可以显著提升ECC浆体的塑... 分别采用干拌与预吸水拌合两种方式将高吸水性树脂(SAP)加入高延性水泥基材料(ECC)浆体,分析不同掺量及拌合方式下SAP对ECC的极限拉伸应变、抗拉强度、约束收缩和韧性等性能的影响。结果表明:以干拌方式加入SAP可以显著提升ECC浆体的塑性黏度,降低浆体流动性,以预吸水拌合方式加入SAP会降低ECC浆体的塑性黏度,增加浆体流动性,更易于成型;以干拌方式加入SAP的ECC试件初裂强度和抗拉强度更高,韧性更优异,以预吸水拌合方式加入SAP的ECC试件极限拉伸应变更高,对约束收缩性能的改善效果更好;加入SAP可以明显提高ECC试件的拉伸应变能力和韧性,所有掺入SAP的ECC试件均具有良好的延性,极限拉伸应变均在3%以上,加入SAP的ECC试件极限拉伸应变相比对照组提高了62.0%~99.0%。 展开更多
关键词 高延性水泥基材料 高吸水性树脂 拌合方式 极限拉伸应变 弯曲挠度 约束收缩 塑性黏度
下载PDF
地铁车站交叠式群洞结构施工过程动态安全变化对比研究
20
作者 贺维国 李若舟 +2 位作者 袁勇 李清菲 高鑫 《城市轨道交通研究》 北大核心 2023年第12期75-80,共6页
目的:由于对隧道的稳定性评价缺乏合理的评判标准,传统有限元方法无法得到隧道工程的安全系数和围岩破坏面,为解决此问题,将有限元强度折减法引入到隧道施工稳定性分析与控制中。方法:以青岛某地铁车站为例,尝试将强度折减法应用于研究... 目的:由于对隧道的稳定性评价缺乏合理的评判标准,传统有限元方法无法得到隧道工程的安全系数和围岩破坏面,为解决此问题,将有限元强度折减法引入到隧道施工稳定性分析与控制中。方法:以青岛某地铁车站为例,尝试将强度折减法应用于研究该车站隧道施工过程中的各阶段安全系数动态变化,并对关键施工工序围岩塑性区进行分析。将施工现场的监测数据与数值模型进行对比,验证模型的准确性。通过等效塑性应变和围岩位移,研究叠式群洞地铁车站典型开挖工况下的整体极限状态,指出施工过程中的围岩潜在破坏面,同时研究了站台的水平极限间距和站厅与站台的垂直极限间距,以期为这类地下结构的初步设计和施工过程评价提供依据。结果及结论:各开挖步中初期支护的施作都会对围岩整体稳定安全系数有不同程度的提高,其中区域3的开挖为最不利施工步骤,围岩会产生塑性区贯通现象,加剧围岩变形,增加站台层衬砌受力,此时车站整体安全系数达到最小;站台层水平极限间距和站厅-站台垂直极限间距分别为4.5 m和1.8 m,此时整体安全系数的最小值为1.0。 展开更多
关键词 叠式群洞地铁车站 拱盖法 强度折减法 安全系数 等效塑性应变
下载PDF
上一页 1 2 17 下一页 到第
使用帮助 返回顶部