期刊文献+
共找到15篇文章
< 1 >
每页显示 20 50 100
三点弯曲条件下不同层理面强度对裂纹扩展过程的影响 被引量:7
1
作者 韩伟歌 崔振东 +2 位作者 唐铁吾 张建勇 王燚钊 《煤炭学报》 EI CAS CSCD 北大核心 2019年第10期3022-3030,共9页
煤矿、页岩气开采等工程均涉及到层状岩体力学问题,层状岩体的裂纹破裂模式直接决定了工程施工稳定性及能源高效开发利用。为了揭示层理面强度性质对裂纹扩展过程的影响,利用ABAQUS模拟软件,通过全局嵌入0厚度cohesive单元的方法,创建... 煤矿、页岩气开采等工程均涉及到层状岩体力学问题,层状岩体的裂纹破裂模式直接决定了工程施工稳定性及能源高效开发利用。为了揭示层理面强度性质对裂纹扩展过程的影响,利用ABAQUS模拟软件,通过全局嵌入0厚度cohesive单元的方法,创建了与最大主应力方向垂直的层理面,并且基于页岩XRD矿物成份分析结果,利用Python语言对软件进行二次开发,实现了页岩的层理各向异性与矿物颗粒非均质性。通过控制层理面的强度参数,研究了在三点弯曲条件下,层理面强度性质对裂纹扩展过程的影响。通过MATLAB编程处理模拟结果,实现了加载过程中的声发射(AE)模拟,根据声发射定位图和声发射能量数据,进一步分析了裂纹破裂类型及动态扩展过程。结果表明:层理面抑制了裂纹沿着最大主应力方向扩展,层理面强度越弱抑制效果越强;层理面强度较弱时,裂纹先从层理界面处起裂,产生顺层横向裂纹,阻隔应力波的传递,导致预制裂纹尖端应力场波及范围变小应力集中程度变强;层理面的存在导致裂纹扩展路径复杂,穿层破裂与顺层破裂交替出现,裂纹表现为断续位错式的破裂特征,层理面强度与最大主应力共同决定了裂纹路径;穿层破裂主要沿着最大主应力方向产生,表现为拉张破裂类型,顺层水平迁移裂纹表现为剪切破裂类型;层理面强度越弱,克服顺层破裂所需能量越大,峰值载荷越大;层理面强度与声发射事件数呈负相关性,层理面越弱声发射事件数越多,拉张、剪切破裂越多,顺层裂纹长度越长。 展开更多
关键词 ABAQUS 层理强度 各向异性 破裂类型 MATLAB 声发射
下载PDF
层理面强度对水力裂缝缝网演化影响研究
2
作者 韩伟歌 彭皓睿 +3 位作者 崔振东 朱正国 刘利 张康健 《工程地质学报》 CSCD 北大核心 2023年第6期2030-2040,共11页
页岩气、煤层气等非常规油气储层层理面较为发育,而不同地域层理面胶结程度具有差异性,揭示层理面强度对水力裂缝的影响机制,对理解水力压裂缝网形成演化具有重要意义。基于ABAQUS有限元软件,利用Python编程建立了含层理面的全局嵌入0厚... 页岩气、煤层气等非常规油气储层层理面较为发育,而不同地域层理面胶结程度具有差异性,揭示层理面强度对水力裂缝的影响机制,对理解水力压裂缝网形成演化具有重要意义。基于ABAQUS有限元软件,利用Python编程建立了含层理面的全局嵌入0厚度cohesive单元模型,基于该模型研究了层理面强度对水力裂缝扩展的影响,进一步结合MATLAB编程实现了压裂过程的声发射(AE)模拟,为精细化研究裂缝扩展过程提供了重要手段。通过分析数值模拟结果及声发射数据可知:水力裂缝的扩展路径由最大主应力和层理面共同决定,层理面强度决定了两者影响比重,层理面强度越弱,对水力裂缝的捕获能力则越强,裂缝扩展路径将由层理面主导,层理面强度适中时在层理面和地应力共同作用下可产生顺层-穿层交错复杂裂缝网络,压裂效果最佳。顺层破裂裂缝表现为低缝宽剪切裂缝,地应力作用下不易闭合,对支撑剂强度要求较低,穿层裂缝为大缝宽拉张裂缝,有利于支撑剂的运移填充。矿物非均质性可导致裂缝的非同步扩展,间接影响裂缝的复杂程度。水力压裂施工设计时可针对不同层理面强度储层,差异化压裂设计,从而实现非常规致密油气的高效开采。 展开更多
关键词 黏性单元 水力压裂 层理强度 MATLAB 声发射模拟
下载PDF
页岩层理弱面对裂缝穿层扩展的影响数值模拟研究 被引量:2
3
作者 白岳松 胡耀青 +6 位作者 何睿 廖兴川 谭劲 易良平 黄刘科 曹爱武 李杰 《煤矿安全》 CAS 北大核心 2023年第5期240-246,共7页
层理弱面是影响页岩油气水力裂缝穿层扩展的关键因素之一,而层理弱面强度主要由黏结强度、内摩擦角以及抗张强度决定。为探究层理弱面对水力裂缝穿层扩展的影响机理,基于三维块体离散元法建立了含层理弱面页岩压裂数值模型,研究了黏结... 层理弱面是影响页岩油气水力裂缝穿层扩展的关键因素之一,而层理弱面强度主要由黏结强度、内摩擦角以及抗张强度决定。为探究层理弱面对水力裂缝穿层扩展的影响机理,基于三维块体离散元法建立了含层理弱面页岩压裂数值模型,研究了黏结强度、抗张强度以及内摩擦角对水力裂缝穿层和裂缝扩展形态的影响。数值模拟结果表明:层理黏结强度对水力裂缝穿层扩展存在显著影响,黏结强度较低时水力裂缝主要为横向扩展,并伴随着较大的层理激活程度;而高黏结强度下水力裂缝穿层能力较强,主要呈近圆形扩展;层理激活主要为剪切破坏,即层理抗张强度对水力裂缝扩展无明显影响,在实际工程中可忽略不计;水力裂缝的穿层能力随内摩擦角的增大而增强,在低内摩擦角下水力裂缝易沿层理扩展。 展开更多
关键词 层理强度 水力压裂 三维离散元法 页岩 穿层扩展
下载PDF
层理面特性对砂岩断裂力学行为的影响研究 被引量:16
4
作者 李斌 黄达 马文著 《岩土力学》 EI CAS CSCD 北大核心 2020年第3期858-868,共11页
层理弱面对层状岩石的力学特性影响较显著,为了研究层理面特性对岩石断裂力学特性的影响,开展了具有不同层理方向的砂岩试样三点弯试验,探讨了砂岩断裂韧度及断裂模式的各向异性。之后基于有限元中的黏聚单元建立了数值模型,采用数值模... 层理弱面对层状岩石的力学特性影响较显著,为了研究层理面特性对岩石断裂力学特性的影响,开展了具有不同层理方向的砂岩试样三点弯试验,探讨了砂岩断裂韧度及断裂模式的各向异性。之后基于有限元中的黏聚单元建立了数值模型,采用数值模拟方法研究了层理面强度对各层理角度试样断裂力学行为的影响规律。结果表明:层理方向影响下砂岩的断裂韧度及模式存在各向异性;同一层理方向试样的断裂韧度随层理面强度的增大而增大,且试样的层理面与加载方向夹角越小,断裂韧度受层理面强度变化影响越明显;试样的断裂模式不仅与层理面强度有关,还受层理倾角的控制,层理面与加载方向夹角θ=0o试样断裂模式基本不受层理面强度影响,θ=30o试样主要沿层理面张拉或剪切破坏,且沿层理面的破裂长度随层理面强度的降低逐渐增大;层理面强度较大时,θ=45o试样主要沿层理面张拉破坏,θ=60o^90o试样主要以贯穿层理的张拉破坏为主;层理面强度较小时,θ=45o^90o试样均以沿层理面的剪切破坏为主,其中θ=45o试样沿层理剪切长度最大。另外,通过数值模拟结果分析了层理面强度及方向对试样的起裂角及裂纹扩展路径产生的影响。该研究成果可作为层状岩石断裂力学理论的有益补充。 展开更多
关键词 半圆形砂岩试样 三点弯试验 黏聚单元 层理方向 层理强度 断裂力学行为
下载PDF
基于离散元方法的层理发育地层水力裂缝扩展规律 被引量:2
5
作者 李建民 佟亮 +3 位作者 贾海正 王俊超 张腾 郑永香 《科学技术与工程》 北大核心 2023年第13期5515-5521,共7页
层理发育是页岩储层的典型特征,水力裂缝能否穿过层理面继续扩展决定了裂缝形态的复杂程度,其中层理强度是影响水力裂缝穿层行为的关键因素。为了探究层理强度对水力裂缝穿层行为的影响,采用块体离散元方法,分别计算了层理面的抗剪强度... 层理发育是页岩储层的典型特征,水力裂缝能否穿过层理面继续扩展决定了裂缝形态的复杂程度,其中层理强度是影响水力裂缝穿层行为的关键因素。为了探究层理强度对水力裂缝穿层行为的影响,采用块体离散元方法,分别计算了层理面的抗剪强度(黏聚力)和抗拉强度对水力裂缝在层状地层内扩展行为的影响。结果表明,水力裂缝遇到水平层理后的形态可分为转向层理面扩展和继续竖向扩展两种类型。层理面强度对水力裂缝的穿层能力具有显著影响,当层理面的抗拉强度和抗剪强度均较低时,水力裂缝的穿层能力差,水力裂缝不能穿过层理;当层理面的抗拉强度和抗剪强度均较高时,水力裂缝的穿层能力增强,水力裂缝穿过层理面扩展;当层理面的某一个强度较低时(抗拉或抗剪),则低强度因素成为主控因素,另一强度参数的增加不会改变水力裂缝的穿层能力。厘清了层理强度对水力裂缝穿层行为的影响,对层理发育地层的水力压裂施工具有重要的理论指导意义。 展开更多
关键词 水力压裂 裂缝穿层行为 层理强度 层理弱面 块体离散元
下载PDF
层间强度对三维打印混凝土裂纹扩展的影响 被引量:1
6
作者 张庆贺 陈晨 方致远 《安徽理工大学学报(自然科学版)》 CAS 2022年第2期59-65,共7页
为了探究不同层理面强度下3D打印混凝土的破坏过程及其对裂纹扩展情况,利用ABAQUS有限元分析软件,采用全局嵌入零厚度的cohesive单元的方法,研究在三点弯曲条件下层理面强度对3D打印混凝土裂纹扩展的影响。研究结果表明:层理面的存在影... 为了探究不同层理面强度下3D打印混凝土的破坏过程及其对裂纹扩展情况,利用ABAQUS有限元分析软件,采用全局嵌入零厚度的cohesive单元的方法,研究在三点弯曲条件下层理面强度对3D打印混凝土裂纹扩展的影响。研究结果表明:层理面的存在影响了裂纹的扩展方向及过程。当层理面强度越弱时,会在层理面处出先起裂,产生沿层理面方向的横向裂纹,横向裂纹扩展会抑制纵向应力的传播,导致预制裂纹的尖端出现应力集中。由于裂纹不仅需要沿纵向延伸,还需要沿着层理面方向延伸,因此层间粘结越薄弱,所需要的荷载也越大。裂纹穿过层理面的穿层破裂主要是拉张破坏,沿层理面的顺层破坏为拉剪混合型破坏。层理面的存在会让裂纹断续延伸呈现不规则的扩展,揭示了层理面强度对裂纹扩展过程的影响。 展开更多
关键词 3D打印混凝土 数值模拟 三点弯曲梁 层理强度 破裂类型
下载PDF
页岩层理方位及强度对水力压裂的影响 被引量:6
7
作者 孙可明 冀洪杰 张树翠 《实验力学》 CSCD 北大核心 2020年第2期343-348,共6页
为了研究页岩天然层理倾角及强度等对水力压裂裂纹扩展的影响,采用室内水力压裂实验,通过监测孔直接对裂纹扩展的实时监测和注水压力信息及试件压裂后的剖切,分析层理倾角、强度等对压裂裂纹扩展的影响。实验结果表明:水力压裂过程中,... 为了研究页岩天然层理倾角及强度等对水力压裂裂纹扩展的影响,采用室内水力压裂实验,通过监测孔直接对裂纹扩展的实时监测和注水压力信息及试件压裂后的剖切,分析层理倾角、强度等对压裂裂纹扩展的影响。实验结果表明:水力压裂过程中,垂直最小地应力稳定扩展的主裂缝遇层理时,层理面与主裂缝初始扩展方向夹角越小,主裂缝越易沿着层理面方向扩展,层理面与主裂缝初始扩展方向夹角越大,主裂缝遇层理面时越易贯穿层理面沿原方向扩展;层理方位,地应力及基质抗拉强度不变,层理的抗拉强度远弱于基质抗拉强度时,主裂缝与层理面相遇后越易沿着层理面方向扩展,层理抗拉强度与基质抗拉强度越相近,主裂缝遇层理时越易贯穿层理沿原方向扩展;层理方位和强度不变,地应力及应力差越大,主裂缝遇层理后越易贯穿层理面沿原方向扩展。 展开更多
关键词 页岩 水力压裂 层理倾角 层理强度 垂向地应力
原文传递
提高深层页岩裂缝扩展复杂程度的工艺参数优化 被引量:37
8
作者 张丰收 吴建发 +4 位作者 黄浩勇 王小华 罗浩然 岳文翰 侯冰 《天然气工业》 EI CAS CSCD 北大核心 2021年第1期125-135,共11页
埋深大于3500 m的深层页岩储层具有高水平主应力差、发育层理裂缝、低脆性指数等特点,在压裂改造时难以形成复杂裂缝。为了充分认识其水力裂缝扩展规律,采用三维离散格子方法对四川盆地下志留统龙马溪组深层层理性页岩12 MPa水平主应力... 埋深大于3500 m的深层页岩储层具有高水平主应力差、发育层理裂缝、低脆性指数等特点,在压裂改造时难以形成复杂裂缝。为了充分认识其水力裂缝扩展规律,采用三维离散格子方法对四川盆地下志留统龙马溪组深层层理性页岩12 MPa水平主应力差下的真三轴压裂物理模拟实验结果开展了离散元数值模拟分析,其结果与发育单一层理的页岩露头室内压裂物理模拟的裂缝扩展规律相吻合;进而对发育多层理的深层页岩储层开展排量、压裂液黏度、层理强度和压裂液交替注入等影响下的裂缝扩展规律数值模拟。研究结果表明:①高排量注入和提高压裂液黏度能够增强深层页岩储层裂缝深穿透改造能力,当排量达到90 mL/min或压裂液黏度达到60 mPa·s时,水力裂缝可连续穿过4条层理并贯穿整个试样;②在高水平主应力差下,低黏度压裂液倾向于激活水平层理,而高黏度压裂液则倾向于直接穿过层理形成垂直主缝。结论认为:①采用前置高黏度/后置低黏度压裂液交替注入压裂工艺可以最大限度地提高深层页岩储层压裂裂缝复杂程度;②当井筒附近存在薄弱层理时,应及时调整压裂工艺和压裂参数,比如尽可能地增加施工排量、采用瓜胶压裂液等,以使水力裂缝突破近井薄弱层理抑制进而实现深穿透改造。 展开更多
关键词 深层页岩 水力压裂 压裂液交替注入 裂缝扩展复杂程度 物模实验 离散格子方法 排量 层理强度
下载PDF
缓倾斜层状岩体单轴压缩力学行为的颗粒流数值模拟 被引量:13
9
作者 姚囝 叶义成 +2 位作者 王其虎 罗斌玉 王为琪 《工程地质学报》 CSCD 北大核心 2018年第4期835-843,共9页
针对不同层理面强度的缓倾斜层状岩体在单轴压缩试验中产生不同破坏形式的问题,以室内原岩单轴压缩试验结果为依据,采用颗粒流程序建立了缓倾斜层状岩体单轴压缩数值模型,研究了不同层理面强度条件下的缓倾斜层状岩体强度及破坏形式变... 针对不同层理面强度的缓倾斜层状岩体在单轴压缩试验中产生不同破坏形式的问题,以室内原岩单轴压缩试验结果为依据,采用颗粒流程序建立了缓倾斜层状岩体单轴压缩数值模型,研究了不同层理面强度条件下的缓倾斜层状岩体强度及破坏形式变化特征,并分析了不同工况时缓倾斜层状岩体微裂纹发育及演化规律和细观颗粒的位移演化规律,研究表明:当层理面强度远小于层理面间完整岩体强度时,层理面在一定程度上降低了层状岩体的整体强度,宏观破断面为沿层理面和贯穿层理面的折线型破断面;当层理面强度与层理面间完整岩体强度相近时,宏观破断面主要为光滑单斜面;当层理面强度远大于层理面间完整岩体强度时,层状岩体的强度由层理面间完整岩体的强度决定,宏观破断面主要为X型共轭破坏面。 展开更多
关键词 缓倾斜 层状岩体 单轴压缩试验 颗粒流程序 层理强度
下载PDF
Impact of replacement of Re by W on dislocation slip mediated creeps of γ'-Ni_(3)Al phases 被引量:2
10
作者 Zhou YI Yun-lei XU +1 位作者 Ping PENG Jiang-hua CHEN 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2021年第7期2013-2023,共11页
The anomalous flow behavior of γ'-Ni_(3)Al phases at high temperature is closely related to the cross-slip of 1/2<110>{111}super-partial dislocations.Generalized stacking fault energy curves(i.e.,Γ-surface... The anomalous flow behavior of γ'-Ni_(3)Al phases at high temperature is closely related to the cross-slip of 1/2<110>{111}super-partial dislocations.Generalized stacking fault energy curves(i.e.,Γ-surfaces)along the lowest energy path can provide a great deal of information on the nucleation and movement of dislocations.With the first-principles calculation,the interplay between Re and W,Mo,Ta,Ti doped at preferential sites and their synergetic influence on Γ-surfaces and ideal shear strength(τ_(max))in γ'-Ni_(3)Al phases are investigated.Similar to single Re-addition,the Suzuki segregation of W at stacking faults is demonstrated to enable to impede the movement of 1/6<112>{111} Shockley partial dislocations and promote the cross-slip of 1/2<110>{111}super-partial dislocations.With the replacement of a part of Re by W,a decreased γ_(APB)^(111)/γ_(APB)^(001) indicates that the anomalous flow behavior of γ'phases at high temperature is not as excellent as the double Re-addition,but an increasedτmax means that the creep rupture strength of Ni-based single crystal superalloys can be benefited from this replacement to some extent,especially in the co-segregation of Re and W at Al−Al sites.As the interaction between X1_(Al) and X2_(Al) point defects is characterized by an correlation energy function ΔE^(X1_(Al)+X2_(Al))(d),it is found that both strong attraction and strong repulsion are unfavarable for the improvement of yield strengths of γ'phase. 展开更多
关键词 Ni-based single crystal superalloy γ'-Ni_(3)Al generalized stacking fault energy ideal shear strength dislocation CROSS-SLIP
下载PDF
Surface movement and deformation characteristics due to high- intensive coal mining in the windy and sandy region 被引量:34
11
作者 Zhenqi Hu Chao Chen +2 位作者 Wu Xiao Xinjing Wang Mingjie Gao 《International Journal of Coal Science & Technology》 EI 2016年第3期339-348,共10页
As China's energy strategy moving westward, the surface movement and deformation characteristics due to high-intensive coal mining in the windy and sandy region become a research hotspot. Surface movement observation... As China's energy strategy moving westward, the surface movement and deformation characteristics due to high-intensive coal mining in the windy and sandy region become a research hotspot. Surface movement observation stations were established to monitor movement and deformation in one super-large working face. Based on field measurements, the surface movement and deformation characteristics were obtained, including angle parameters, subsidence prediction parameters, etc. Besides, the angle and subsidence prediction parameters in similar mining areas are summarized; the mechanism of surface movement and deformation was analyzed with the combination of key stratum theory, mining and geological conditions. The research also indicates that compared with conventional working faces, uniform subsidence area of the subsidence trough in the windy and sandy region is larger, the trough margins are relative steep and deformation values present convergence at the margins, the extent of the trough shrink towards the goaf and the influence time of mining activities lasts shorter; the overlying rock movement and breaking characteristics presents regional particularity in the study area, while the single key stratum, thin bedrock and thick sand that can rapidly propagate movement and deformation are the deep factors, contributing to it. 展开更多
关键词 Windy and sandy region High-intensive mining Surface movement and deformation Key stratum
下载PDF
Mechanistic Classification of Cement Treated Base in Western Australia
12
作者 Yang Sheng Yeo P. Jitsangiam H. Nikraz 《Journal of Civil Engineering and Architecture》 2012年第8期1076-1081,共6页
In the past decade alone, the BITRE has indicated an increase of 40% in road users, escalating demands for quality pavements to service tmprecedented traffic conditions. An abundance of crushed rocks are available in ... In the past decade alone, the BITRE has indicated an increase of 40% in road users, escalating demands for quality pavements to service tmprecedented traffic conditions. An abundance of crushed rocks are available in Western Australia but do not meet strength requirements for road construction. However, cement treatment of crushed rocks, forming Cement Treated Crushed Rocks (CTCR), improves the mechanical properties of the material, allowing wider application. In order to streamline the mix design of CTCR, the classification of its behaviour is pivotal. Austroad classifies cement treated pavement materials as either being modified or bound based on its Unconfined Compressive Strength (UCS) and performance attributes. Bound materials are def'med by its susceptibility to fatigue failure which, in the mechanistic-empirical design for flexible pavements, is dictated by the flexural modulus. However, in the study of damage mechanics, fatigue life is suggested to be an accumulation of micro-scale damage in lieu of dependency to ultimate stresses. Strain dependent damage functions are used phenomologically to explain the evolution of fatigue for various engineering materials. This paper therefore investigates a theoretical relationship between strain and fatigue life prediction supported by a laboratory investigation on the use of UCS for classification. This is achieved by providing regression analysis with strain parameters used in fatigue life prediction. The Indirect Tensile Strength (ITS) test is also employed to this end. It is observed that strain at onset of micro-cracking coalescence (ε30) is independent of test type undertaken and potentially capable of acting as a more superior blanket classification for cemented materials. 展开更多
关键词 Cement treated materials unconfined compressive strength FATIGUE
下载PDF
Effect of Surface Treatment on Bonding Strength of Aluminum-Magnesium Hot-Rolled Composite Plate 被引量:1
13
作者 Yang Bin Bai Wenbo +2 位作者 Zheng Yang Yu Chao Xiao Hong 《稀有金属材料与工程》 SCIE EI CAS CSCD 北大核心 2024年第8期2167-2173,共7页
The effect of different surface treatments on the bonding strength of composite plates was investigated under the conditions of 400℃ and reduction ratio of 45%.Results show that the wire brush grinding treatment can ... The effect of different surface treatments on the bonding strength of composite plates was investigated under the conditions of 400℃ and reduction ratio of 45%.Results show that the wire brush grinding treatment can only eliminate the oxide film on the plate surface,but it can hardly produce a hard layer on the plate surface.The bonding effect depends on the element diffusion promoted by the close contact between the metals on both sides of the interface.After anodic oxidation,there is a hard layer on the metal surface,and the hard layer broken during the rolling process forms a mechanical occlusion at the bonding interface.However,the hard layer cannot form an effective combination with the metal at the interface,and the bonding can only occur in the fresh metal bonding area at the crack of the hard layer.The acid-alkali washing treatment can completely remove the hard layer on the surface of both alloys without increasing the surface roughness of the plate,and the metal on both sides of the interface is more closely bonded during the rolling process.The optimal bonding strength can be obtained by surface treatment of acid-alkali washing for the aluminum-magnesium hot-rolled bonding. 展开更多
关键词 aluminum-magnesium composite plate surface treatment hard layer bonding strength
原文传递
Inter-zone constraint modifies the stress-strain response of the constituent layer in gradient structure 被引量:2
14
作者 Yanfei Wang Yuntian Zhu +2 位作者 Xiaolei Wu Yueguang Wei Chongxiang Huang 《Science China Materials》 SCIE EI CAS CSCD 2021年第12期3114-3123,共10页
How an individual constituent zone behaves during the deformation of a heterostructured metallic material is a fundamental issue for understanding heterostructure deformation, but it remains a challenge to experimenta... How an individual constituent zone behaves during the deformation of a heterostructured metallic material is a fundamental issue for understanding heterostructure deformation, but it remains a challenge to experimentally observe it. Here we report a study on the stress-strain behavior of the nanostructured gradient layer(NGL) in an integrated gradient specimen that consists of a coarse-grained(CG)central layer sandwiched between two NGLs. Constraint from the CG central layer led to the formation of dense and dispersed stable strain bands(SBs) in the NGL, which regained dislocation hardening after initial recovery and grain coarsening. Consequently, the NGL exhibited a transient plateau of flow stress after yielding, and then regained extra strain hardening to achieve excellent uniform elongation. These unique behaviors are dramatically different from those of a freestanding NGL, indicating a fundamentally different deformation principle that is intrinsic to heterostructures, i.e.,inter-zone constraint modifies the constitutive behavior of constituent zones. 展开更多
关键词 heterogeneous structure NANOSTRUCTURE stress-strain response strain bands strength and ductility
原文传递
Optical bistability based on surface plasmon coupled between two noble metal films involving Kerr materials
15
作者 SONG Gang ZHANG Kai +4 位作者 CHEN YuanYuan LIU HuiLi WU Chao YU Li XIAO JingHua 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第4期680-684,共5页
We successfully investigate an optical bistability phenomenon in a layered structure consisting of Kretschmann configuration involving the Kerr-type nonlinear and the silver film. Pure theoretical approaches are emplo... We successfully investigate an optical bistability phenomenon in a layered structure consisting of Kretschmann configuration involving the Kerr-type nonlinear and the silver film. Pure theoretical approaches are employed to investigate that the surface plasmon could easily be coupled and both the reflection and transmission curves versus the incident intensity forms optical bistability. The transmission curves are greatly influenced by the thickness of the second silver film. These results may be useful for designing novel surface plasmon-based optical devices and will be essential for future classical and quantum information processes. 展开更多
关键词 surface plasmon optical bistability Kerr medium quantum information process
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部