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A Comprehensive Review of Experience with the Application of the Mechanical Threshold Stress Model
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作者 Paul S. Follansbee 《Materials Sciences and Applications》 CAS 2023年第5期299-323,共25页
Accurate prediction of stress-strain behavior of metals as a function of arbitrary temperature and strain rate paths has remained a challenge. The Mechanical Threshold Stress constitutive model is one formalism that h... Accurate prediction of stress-strain behavior of metals as a function of arbitrary temperature and strain rate paths has remained a challenge. The Mechanical Threshold Stress constitutive model is one formalism that has emerged following several decades of research. Vast experience has accumulated with the application of the Mechanical Threshold Stress model over a wide variety of pure metals and alloys. Out of this has arisen common trends across metal systems. The magnitude of activation energies presents one example of this, where these variables consistently increase in magnitude as the obstacle to dislocation motion transitions from short range to long range. Trends in strain hardening are also observed. In Face-Centered Cubic metals the magnitude of strain hardening scales with the stacking fault energy;trends in Body-Centered Cubic metals are less clear. Model parameters derived for over twenty metals and alloys are tabulated. Common trends should guide future application of the MTS model and further model development. 展开更多
关键词 Mechanical threshold stress Constitutive Behavior Deformation Kinetics Strain Hardening Internal State Variable
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A novel binary effective medium model to describe the prepeak stressstrain relationship of combined bodies of rock-like material and rock 被引量:1
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作者 Tienan Wang Yue Zhai +2 位作者 Huan Gao Yubai Li Ruifeng Zhao 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2023年第5期601-616,共16页
Combined bodies of rock-like material and rock are widely encountered in geotechnical engineering,such as tunnels and mines.The existing theoretical models describing the stress-strain relationship of a combined body ... Combined bodies of rock-like material and rock are widely encountered in geotechnical engineering,such as tunnels and mines.The existing theoretical models describing the stress-strain relationship of a combined body lack a binary feature.Based on effective medium theory,this paper presents the governing equation of the“elastic modulus”for combined and single bodies under triaxial compressive tests.A binary effective medium model is then established.Based on the compressive experiment of concretegranite combined bodies,the feasibility of determining the stress threshold based on crack axial strain is discussed,and the model is verified.The model is further extended to coal-rock combined bodies of more diverse types,and the variation laws of the compressive mechanical parameters are then discussed.The results show that the fitting accuracy of the model with the experimental curves of the concretegranite combined bodies and various types of coal-rock combined bodies are over 95%.The crack axial strain method can replace the crack volumetric strain method,which clarifies the physical meanings of the model parameters.The variation laws of matrix parameters and crack parameters are discussed in depth and are expected to be more widely used in geotechnical engineering. 展开更多
关键词 Combined body stress-strain relationship Hooke’s law Effective medium theory stress threshold determination
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Effect of Initial Stress Conditions on the Threshold Shear Strain of Nanjing's Saturated Fine Sand 被引量:4
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作者 Chen Guoxing Pan Hua 《Earthquake Research in China》 2010年第1期128-136,共9页
By using GDS dynamic hollow cylinder torsional apparatus,a series of cyclic torsional triaxial tests under complex initial consolidation condition are performed on Nanjing saturated fine sand. The effects of the initi... By using GDS dynamic hollow cylinder torsional apparatus,a series of cyclic torsional triaxial tests under complex initial consolidation condition are performed on Nanjing saturated fine sand. The effects of the initial principal stress direction α0,the initial ratio of deviatoric stress η0,the initial average effective principal stress p0 and the initial intermediate principal stress parameter b0 on the threshold shear strain γt of Nanjing saturated fine sand are then systematically investigated. The results show that γt increases as η0,p0 and b0 increase respectively,while the other three parameters remain constant. α0 has a great influence on γt,which is reduced when α0 increases from 0° to 45° and increased when α0 increases from 45° to 90°. The effect of α0 on γt plays a leading role and the effect of η0 will weaken when α0 is approximately 45°. 展开更多
关键词 剪应变 细砂 饱和 南京 应力条件 初始主应力方向 阈值 分销系统
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Influence of Stress Ratio and Loading Condition on Near-threshold Fatigue Crack Growth Behaviour 被引量:1
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作者 B.Weiss R.Stickler 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1993年第1期47-52,共6页
Near-threshold fatigue crack propagation behaviour of a cold-worked copper tested with distinct fa- tigue testing systems under different stress ratios has been investigated.The emphasis was placed on the evaluation o... Near-threshold fatigue crack propagation behaviour of a cold-worked copper tested with distinct fa- tigue testing systems under different stress ratios has been investigated.The emphasis was placed on the evaluation of crack closure effect as well as the effective fatigue threshold,It was found that the fatigue threshold for R=0 is higher than those for R=-1 and R=0.4,for which almost the same threshold value was derived.Compared with the conventional closure evaluation method,the pro- posed new closure evaluation method can generally interpret the dependence of the fatigue thresh- old on stress ratio and loading condition,and leads to a higher and relatively constant effective fa- tigue threshold of about 3 MPa·m^(1/2) for the cold-worked copper at different stress ratios and loading conditions. 展开更多
关键词 near-threshold fatigue CRACK stress ratio
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Numerical investigation of a coupled moving boundary model of radial flow in low-permeable stress-sensitive reservoir with threshold pressure gradient 被引量:2
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作者 刘文超 刘曰武 +2 位作者 牛丛丛 韩国锋 万义钊 《Chinese Physics B》 SCIE EI CAS CSCD 2016年第2期262-270,共9页
The threshold pressure gradient and formation stress-sensitive effect as the two prominent physical phenomena in the development of a low-permeable reservoir are both considered here for building a new coupled moving ... The threshold pressure gradient and formation stress-sensitive effect as the two prominent physical phenomena in the development of a low-permeable reservoir are both considered here for building a new coupled moving boundary model of radial flow in porous medium. Moreover, the wellbore storage and skin effect are both incorporated into the inner boundary conditions in the model. It is known that the new coupled moving boundary model has strong nonlinearity. A coordinate transformation based fully implicit finite difference method is adopted to obtain its numerical solutions. The involved coordinate transformation can equivalently transform the dynamic flow region for the moving boundary model into a fixed region as a unit circle, which is very convenient for the model computation by the finite difference method on fixed spatial grids. By comparing the numerical solution obtained from other different numerical method in the existing literature, its validity can be verified. Eventually, the effects of permeability modulus, threshold pressure gradient, wellbore storage coefficient, and skin factor on the transient wellbore pressure, the derivative, and the formation pressure distribution are analyzed respectively. 展开更多
关键词 threshold pressure gradient stress-sensitive effect wellbore storage skin effect
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Application of the Mechanical Threshold Stress Model to Large Strain Processing
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作者 Paul S. Follansbee 《Materials Sciences and Applications》 2022年第5期300-316,共17页
Large-strain deformations introduce several confounding factors that affect the application of the Mechanical Threshold Stress model. These include the decrease with the increasing stress of the normalized activation ... Large-strain deformations introduce several confounding factors that affect the application of the Mechanical Threshold Stress model. These include the decrease with the increasing stress of the normalized activation energy characterizing deformation kinetics, the tendency toward Stage IV hardening at high strains, and the influence of crystallographic texture. Minor additions to the Mechanical Threshold Stress model are introduced to account for variations of the activation energy and the addition of Stage IV hardening. Crystallographic texture cannot be modeled using an isotropic formulation, but some common trends when analyzing predominantly shear deformation followed by uniaxial deformation are described. Comparisons of model predictions with measurements in copper processed using Equal Channel Angular Pressing are described. 展开更多
关键词 Mechanical threshold stress Model Large-Strain Deformations ECAP stress-Strain Curves Shear Deformations Activation Energy STRAIN-HARDENING
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灰岩在烧变过程中的热破裂机制试验研究
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作者 张卫强 曹志成 +2 位作者 周琦忠 王左券 吴云 《煤田地质与勘探》 EI CAS CSCD 北大核心 2024年第4期101-110,共10页
自燃煤层围岩在不同高温作用下会引起不同程度的结构损伤,导致其物理力学性质和工程地质效应发生显著变化。为深入认识烧变过程中岩石的结构演化规律,以徐州某矿底板灰岩为研究对象,开展不同温度作用下的热破裂试验,从多尺度上探究岩石... 自燃煤层围岩在不同高温作用下会引起不同程度的结构损伤,导致其物理力学性质和工程地质效应发生显著变化。为深入认识烧变过程中岩石的结构演化规律,以徐州某矿底板灰岩为研究对象,开展不同温度作用下的热破裂试验,从多尺度上探究岩石热破裂的规律,并结合数值模拟和微观结构测试揭示其发育机理。结果显示:(1)方解石填充裂隙、层理等相对软弱结构面的热破裂温度阈值在300~400℃,完整岩石结构的热破裂温度阈值在500℃左右;600℃之前的热破裂形态较简单,基本是直线型裂纹,且宽度较小、数量较少;700℃以上出现宽度和长度显著增大的弧形热裂纹,热裂纹两侧试样的颜色有明显区别,靠近热裂纹的白色部位还发育一些连通弧形裂纹的次级小裂纹;800℃时,试样颜色全部变白,结构完全破碎,成散体状。(2)从微观结构和热应力角度阐释灰岩热破裂发育机理,发现试验温度路径下试样的热破裂主要发育在降温过程中,且最大热应力差主要在靠近试样表面的近似环形带上分布。500℃以下的热破裂成因主要为热应力在试样的原始缺陷处集中,并超过了部分软弱结构的抗拉强度;500℃以上受热应力与矿物分解共同控制,500℃以上升降温过程中的最大热应力基本超过灰岩的抗拉强度,且菱镁矿、白云母、白云石等矿物逐渐分解,逐渐增多的内部缺陷为应力集中提供有利条件,加剧了热破裂的发育;当温度达到800℃时,热破裂发育程度很高,且白云石和方解石快速分解,生成CaO,部分CaO在冷却过程中与空气接触生成Ca(OH)2,热裂纹与主体矿物分解共同导致试样结构的破碎。研究成果可为岩体破裂和地质结构演化分析奠定基础。 展开更多
关键词 灰岩 热破裂 热应力 矿物分解 温度阈值 成因机理
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滑膜细胞及软骨细胞释放HMGB1流体力学阈值的研究
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作者 童乔莹 邵博 +3 位作者 许颖捷 贾梦莹 马优祎 龚忠诚 《口腔疾病防治》 2024年第6期411-419,共9页
目的探究流体流动剪切力(fluid flow shear stress,FFSS)下,滑膜细胞及软骨细胞释放高迁移率族蛋白1(high⁃mobility group box 1,HMGB1)时流体力学的阈值;阐明异常机械力刺激下,滑膜细胞及软骨细胞破坏的先后顺序,为了解颞下颌关节骨关... 目的探究流体流动剪切力(fluid flow shear stress,FFSS)下,滑膜细胞及软骨细胞释放高迁移率族蛋白1(high⁃mobility group box 1,HMGB1)时流体力学的阈值;阐明异常机械力刺激下,滑膜细胞及软骨细胞破坏的先后顺序,为了解颞下颌关节骨关节炎的发病机制及病理研究提供实验基础。方法获得医院动物实验伦理委员会的审批,于SD大鼠膝关节获取滑膜组织及软骨组织块,消化培养获得滑膜细胞及软骨细胞,取3~4代滑膜细胞及软骨细胞,通过流体剪切力学装置对软骨及滑膜细胞施加FFSS,根据不同大小的FFSS值分组,分别采用1、3、5、10 dyn/cm^(2)的FFSS刺激滑膜细胞1 h,采用4、8、12、16 dyn/cm^(2)的FFSS刺激软骨细胞1 h,静息培养(0 dyn/cm^(2))作为对照组,观察细胞的形态学变化、免疫组化检测HMGB1及白细胞介素⁃1β(interleu⁃kin⁃1β,IL⁃1β)的细胞表达分布,ELISA检测上清液中HMGB1与IL⁃1β的水平;Western blot检测细胞HMGB1与IL⁃1β蛋白表达水平。结果随着FFSS负载的增大,滑膜细胞及软骨细胞逐渐肿胀,破裂,且细胞数量减少。随着FFSS负载的增大,HMGB1与IL⁃1β的表达由胞核逐渐转移至胞浆。在滑膜细胞中,与对照组相比,1、3、5、10 dyn/cm^(2)干预组中的HMGB1和IL⁃1β在上清液及细胞内的表达水平明显升高(P<0.01)。在软骨细胞中,与对照组相比,4、12、16 dyn/cm^(2) FFSS干预组中HMGB1在上清液中的表达水平增加(P<0.05),细胞HMGB1蛋白表达水平明显增加(P<0.01);而在8 dyn/cm^(2) FFSS干预组中HMGB1在上清液中的表达水平明显增加(P<0.01),但细胞HMGB1蛋白表达减少(P<0.01);与对照组相比,4、8、12、16 dyn/cm^(2) FFSS干预组中IL⁃1β在上清液中表达水平逐渐增加(P<0.01);除4 dyn/cm^(2)组外,随着FFSS负载增大,细胞中IL⁃1β的蛋白表达水平逐渐升高。结论滑膜细胞及软骨细胞随FFSS负载增大出现溶胀破裂,释放HMGB1流体力学阈值分别接近于1 dyn/cm^(2)和8 dyn/cm^(2);即在受到机械力刺激时,滑膜细胞先于软骨细胞损伤。 展开更多
关键词 颞下颌关节骨关节炎 滑膜细胞 软骨细胞 流体流动剪切力 阈值 高迁移率族蛋白1 白细胞介素⁃1β
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协同Orowan绕过和攀移机制的镍基高温合金蠕变新模型
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作者 李昉 袁丁玲 +2 位作者 陈康华 陈送义 李理 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2024年第4期1167-1177,共11页
提出一种用于准确便捷预测析出相增强镍基高温合金稳态蠕变速率的蠕变新模型。基于析出相的空间分布,采用概率依赖的方法将位错-析出相交互作用中Orowan绕过和位错攀移机制的协同模式耦合到新的蠕变模型中。结果表明,新模型预测的稳态... 提出一种用于准确便捷预测析出相增强镍基高温合金稳态蠕变速率的蠕变新模型。基于析出相的空间分布,采用概率依赖的方法将位错-析出相交互作用中Orowan绕过和位错攀移机制的协同模式耦合到新的蠕变模型中。结果表明,新模型预测的稳态蠕变速率与实验数据吻合很好。此外,当前模型不再依赖于可调参数;同时,确定了阈值应力与温度的定量关系。这项工作为蠕变变形过程中位错-析出相交互作用提供新思路,并为设计具有更优异蠕变性能的析出强化合金提供有效模型。 展开更多
关键词 镍基高温合金 蠕变模型 稳态蠕变速率 阈值应力
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应激生活事件和社会支持对大学生抑郁风险预警阈值研究 被引量:1
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作者 刘爱楼 张阔 《中国健康心理学杂志》 2024年第2期269-277,共9页
目的:抑郁是青少年最常见的情绪问题。其中,近期应激和社会支持是影响大学生抑郁的关键危险性因素和保护性因素,本研究探索这两个关键因素与大学生抑郁关系中可能存在的阈值效应,以期为提升抑郁风险预测的精准性和有效性,以及发展抑郁... 目的:抑郁是青少年最常见的情绪问题。其中,近期应激和社会支持是影响大学生抑郁的关键危险性因素和保护性因素,本研究探索这两个关键因素与大学生抑郁关系中可能存在的阈值效应,以期为提升抑郁风险预测的精准性和有效性,以及发展抑郁风险预警系统提供科学依据。方法:整群抽取我国中部H省3所地方普通本科高校2018-2022年入学的14043名本科生进行调查研究。采用SPSS 26.0对数据进行描述性统计分析、相关分析和线性回归分析,并采用R3.5.2进行分段回归模型(PRM)探索应激生活事件和社会支持对大学生抑郁的预测阈值。结果:①应激生活事件、社会支持与抑郁之间存在显著的两两相关,其中,社会支持与应激生活事件、抑郁存在显著的负相关(P<0.01),应激生活事件与抑郁存在显著的正相关(P<0.01);②应激生活事件的阈值达到42.055后,应激生活事件对抑郁水平的诱发作用愈发显著。而社会支持水平的阈值达到18.318后,社会支持对抑郁水平的抑制作用受到削弱;③根据应激生活事件和社会支持对抑郁的阈值效应可将大学生群体分为4组,高应激生活事件低社会支持组和高应激生活事件高社会支持组的大学生抑郁水平显著高于低应激生活事件低社会支持组和低应激生活事件高社会支持组(P<0.05),且高应激生活事件低社会支持组学生的抑郁水平又显著高于高应激生活事件高社会支持组学生(P<0.05);④4个组别的大学生在性别上的分布也存在显著差异(χ^(2)=129.014,P<0.001),高应激生活事件低社会支持组的男生占比(43.7%)明显高于总体样本中男生的比例(30.1%)。结论:应激生活事件、社会支持与大学生抑郁之间存在阈值效应,根据阈值效应分类的高应激生活事件低社会支持组大学生的抑郁水平更为严重;应激生活事件低于42.055阈值水平,社会支持高于18.318的阈值时,大学生的抑郁情绪会得到明显缓解。 展开更多
关键词 抑郁 应激生活事件 社会支持 阈值 分段回归 大学生
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短壁工作面回采巷道围岩变形破坏特征及控制技术研究
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作者 赵敏 《当代化工研究》 CAS 2024年第6期159-161,共3页
针对辛置煤矿短壁工作面回采巷道围岩破坏情况,通过FLAC3D数值模拟软件,分析其塑性区扩展形态、剪应力演化形态、采动支承应力分布规律,结合现场实际情况,设计了适用于防冲性的回采巷道顶板强护顶支护方案,既能有效控制顶板变形,还增加... 针对辛置煤矿短壁工作面回采巷道围岩破坏情况,通过FLAC3D数值模拟软件,分析其塑性区扩展形态、剪应力演化形态、采动支承应力分布规律,结合现场实际情况,设计了适用于防冲性的回采巷道顶板强护顶支护方案,既能有效控制顶板变形,还增加了现场施工速度,提高了短壁煤柱工作面回收速度,现场应用效果良好,为同类型地质条件回采巷道围岩控制提供一定思路。 展开更多
关键词 短壁工作面 最大剪应力 破坏阈值 坚硬基本顶 支承压力
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Stress triggering of the Lushan M7. 0 earthquake by the Wenchuan Ms8. 0 earthquake 被引量:2
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作者 Wu Jianchao Yu Song +2 位作者 Cai Yongjian Lei Dongning Li Heng 《Geodesy and Geodynamics》 2013年第3期35-39,共5页
The Wenchuan Ms8.0 earthquake and the Lushan M7.0 earthquake occurred in the north and south segments of the Longmenshan nappe tectonic belt, respectively. Based on the focal mechanism and finite fault model of the We... The Wenchuan Ms8.0 earthquake and the Lushan M7.0 earthquake occurred in the north and south segments of the Longmenshan nappe tectonic belt, respectively. Based on the focal mechanism and finite fault model of the Wenchuan Ms8.0 earthquake, we calculated the coulomb failure stress change. The inverted coulomb stress changes based on the Nishimura and Chenji models both show that the Lushan MT. 0 earth- quake occurred in the increased area of coulomb failure stress induced by the Wenchuan Ms8. 0 earthquake. The coulomb failure stress increased by approximately 0. 135 - 0. 152 bar in the source of the Lushan M7.0 earthquake, which is far more than the stress triggering threshold. Therefore, the Lushan M7.0 earthquake was most likely triggered by the coulomb failure stress change. 展开更多
关键词 focal mechanism finite fault model coulomb failure stress stress triggering threshold
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Application of thermal stress model to paint removal by Q-switched Nd:YAG laser 被引量:5
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作者 邹万芳 谢应茂 +2 位作者 肖兴 曾祥志 罗颖 《Chinese Physics B》 SCIE EI CAS CSCD 2014年第7期433-438,共6页
In this paper, we demonstrate that thermal stress is the main mechanism in the process of paint removal by Q-switched Nd:YAG laser (λ = 1064 nm, τ = 10 ns). A theoretical model ofpaint removal by short-pulse lase... In this paper, we demonstrate that thermal stress is the main mechanism in the process of paint removal by Q-switched Nd:YAG laser (λ = 1064 nm, τ = 10 ns). A theoretical model ofpaint removal by short-pulse laser is established from the perspective of thermal stress. Thermal stress is generated by thermal expansion, and the temperatures of different samples are calculated according to the one-dimensional (1D) heat conduction equation. The theoretical cleaning threshold can be obtained by comparing thermal stress with the adhesion of paint, and the theoretical damage threshold is obtained by calculating the temperature. Moreover, the theoretical calculations are verified by experimental results. It is shown that the thermal stress model of the laser cleaning is very useful to choose the appropriate laser fluence in the practical applications of paint removal by Q-switched Nd: YAG laser because our model can validly balance the efficiency of laser cleaning and the safety of the substrate. 展开更多
关键词 laser cleaning thermal stress cleaning threshold damage threshold
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Study on the degradation of NMOSFETs with ultra-thin gate oxide under channel hot electron stress at high temperature 被引量:3
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作者 胡仕刚 郝跃 +3 位作者 马晓华 曹艳荣 陈炽 吴笑峰 《Chinese Physics B》 SCIE EI CAS CSCD 2009年第12期5479-5484,共6页
This paper studies the degradation of device parameters and that of stress induced leakage current (SILC) of thin tunnel gate oxide under channel hot electron (CHE) stress at high temperature by using n-channel me... This paper studies the degradation of device parameters and that of stress induced leakage current (SILC) of thin tunnel gate oxide under channel hot electron (CHE) stress at high temperature by using n-channel metal oxide semiconductor field effect transistors (NMOSFETs) with 1.4-nm gate oxides. The degradation of device parameters under CHE stress exhibits saturating time dependence at high temperature. The emphasis of this paper is on SILC of an ultra-thin-gate-oxide under CHE stress at high temperature. Based on the experimental results, it is found that there is a linear correlation between SILC degradation and Vh degradation in NMOSFETs during CHE stress. A model of the combined effect of oxide trapped negative charges and interface traps is developed to explain the origin of SILC during CHE stress. 展开更多
关键词 threshold voltage interface traps stress induced leakage current
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Laser-induced damage threshold in HfO_2/SiO_2 multilayer films irradiated by β-ray 被引量:1
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作者 方美华 田鹏宇 +4 位作者 朱茂东 齐红基 费涛 吕金鹏 刘会平 《Chinese Physics B》 SCIE EI CAS CSCD 2019年第2期294-298,共5页
Post-processing can effectively improve the resistance to laser damage in multilayer films used in a high power laser system. In this work, HfO_2/SiO_2 multilayer films are prepared by e-beam evaporation and then β-r... Post-processing can effectively improve the resistance to laser damage in multilayer films used in a high power laser system. In this work, HfO_2/SiO_2 multilayer films are prepared by e-beam evaporation and then β-ray irradiation is employed as the post-processing method. The particle irradiation affects the laser induced damage threshold(LIDT),which includes defects, surface roughness, packing density and residual stress. The residual stress that is relaxed during irradiation changes from compressive stress into tensile stress. Our results indicate that appropriate tensile stress can improve LIDT remarkably. In view of the fact that LIDT rises from 8 J/cm^2 to 12 J/cm^2, i.e., 50% increase, after the film has been irradiated by 2.2×10^(13)/cm^2 β-ray, the particle irradiation can be used as a controllable and desirable postprocessing method to improve the resistance to laser induced damage. 展开更多
关键词 Β-RAY IRRADIATION HFO2/SIO2 multilayer film residual stress LASER-INDUCED damage threshold
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5种豆科牧草抗旱性研究与评价
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作者 王占军 季波 +1 位作者 纪童 蒋齐 《草业学报》 CSCD 北大核心 2023年第10期187-199,共13页
通过对牧草生长的水分条件进行系统分析,筛选出适合干旱地区的优质抗旱牧草,本研究以5种多年生豆科牧草(草木樨状黄芪、牛枝子、达乌里胡枝子、小冠花、鹰嘴紫云英)为研究对象,测定土壤水分、牧草农艺性状(绿叶数与株高),利用均方根偏差... 通过对牧草生长的水分条件进行系统分析,筛选出适合干旱地区的优质抗旱牧草,本研究以5种多年生豆科牧草(草木樨状黄芪、牛枝子、达乌里胡枝子、小冠花、鹰嘴紫云英)为研究对象,测定土壤水分、牧草农艺性状(绿叶数与株高),利用均方根偏差(RMSD)计算绿叶数和株高离散度与土壤水分离散度,并计算两者间的权衡关系,以土壤水分为自变量,权衡值为因变量,利用分位数模型界定维持植物正常生命活动的土壤水分阈值,同时结合干旱胁迫下牧草生理指标,达到科学评价牧草抗旱性的目的,结果表明:1)胁迫前期牧草农艺性状优于对照,随胁迫时间延长,牧草农艺性状大体呈下降趋势;2)土壤水分阈值(绿叶数)分别为草木樨状黄芪(17%)、牛枝子(10%)、鹰嘴紫云英(5%),土壤水分阈值(株高)分别为草木樨状黄芪(16%)、牛枝子(14%)、鹰嘴紫云英(10%);3)以隶属函数法对7项生理指标进行综合评价,5种多年生豆科牧草抗旱性强弱表现为:牛枝子>达乌里胡枝子>小冠花>鹰嘴紫云英>草木樨状黄芪;4)综合牧草外部性状与内部生理评价,选出可耐受中度干旱地区的牧草为牛枝子,可作为中度干旱区的引种牧草。 展开更多
关键词 豆科牧草 干旱胁迫 水分阈值 综合评价
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动静荷载作用下岩石裂纹扩展应力阈值识别
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作者 李地元 周奥辉 +1 位作者 陈昱达 马金银 《爆炸与冲击》 EI CAS CSCD 北大核心 2023年第10期57-70,共14页
压缩荷载作用下岩石裂纹扩展应力阈值的识别是理解岩石渐进破坏过程和分析岩石宏观破坏机制的重要基础。对大理岩、粗花岗岩和细花岗岩开展了单轴压缩和动态冲击试验,引入岩石裂纹轴向应变和裂纹径向面积应变两个参数,根据岩石单轴压缩... 压缩荷载作用下岩石裂纹扩展应力阈值的识别是理解岩石渐进破坏过程和分析岩石宏观破坏机制的重要基础。对大理岩、粗花岗岩和细花岗岩开展了单轴压缩和动态冲击试验,引入岩石裂纹轴向应变和裂纹径向面积应变两个参数,根据岩石单轴压缩破坏时裂纹径向面积应变曲线斜率的不同,把以上三种岩石分成类型Ⅰ(大理岩)和类型Ⅱ(粗花岗岩和细花岗岩)岩石。研究表明,对于类型Ⅰ和类型Ⅱ岩石,分别利用其裂纹轴向应变和裂纹轴向应变刚度曲线特征点能准确识别出岩石在静态压缩荷载下裂纹稳定扩展应力σ_(sd)、裂纹不稳定扩展应力σusd以及裂纹相互贯通应力σct,证明了仅利用轴向应变数据就可对类型Ⅰ和类型Ⅱ岩石静荷载下应力阈值进行识别。而后将裂纹轴向应变法推广至动态冲击荷载下岩石的应力阈值识别,解决了动态冲击压缩载荷作用下试样难以进行裂纹扩展应力阈值识别的问题。与静态荷载下岩石的裂纹扩展应力阈值不同,在动态冲击荷载下,岩石裂纹稳定扩展应力与峰值强度的比值有所减小,裂纹不稳定扩展应力和裂纹相互贯通应力阈值相等,且与峰值强度的比值也有所减小,岩石产生更多的贯通裂纹,试样破坏时破碎程度更高。 展开更多
关键词 裂纹扩展 应力阈值识别 裂纹轴向应变 动态冲击荷载 裂纹径向面积应变
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春小麦叶片气体交换与产量对干旱响应的阈值差异
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作者 赵福年 刘江 +6 位作者 张强 王润元 王鹤龄 张凯 赵鸿 齐月 陈斐 《中国生态农业学报(中英文)》 CAS CSCD 北大核心 2023年第11期1733-1744,共12页
叶片气体交换过程是作物干物质及产量形成的基础,在干旱发展过程中作物叶片气体交换对水分胁迫存在阈值响应,众多相关生理指标也以此为基础用于监测作物受旱状况。然而作物叶片气体交换过程与产量对干旱的响应阈值是否具有同步性,目前... 叶片气体交换过程是作物干物质及产量形成的基础,在干旱发展过程中作物叶片气体交换对水分胁迫存在阈值响应,众多相关生理指标也以此为基础用于监测作物受旱状况。然而作物叶片气体交换过程与产量对干旱的响应阈值是否具有同步性,目前尚不清楚,这在一定程度上影响了利用作物生长期叶片气体交换相关生理指标监测农业干旱的准确性。本研究通过控制试验确定春小麦叶片气体交换对干旱的响应阈值,并利用该阈值特征参数化春小麦生长模型,从而设计水分控制模拟试验,分析春小麦产量对干旱的阈值响应特征及其与叶片气体交换指标阈值的差异。结果表明:春小麦气孔导度对土壤有效含水量的响应阈值为0.50,大于蒸腾速率与净光合速率的响应阈值(0.40)。用净光合速率对土壤有效含水量的响应阈值参数化春小麦生长模型,能够准确模拟春小麦地上部生物量和产量的变化。春小麦地上部生物量与产量对根系层土壤有效含水量的响应阈值为0.18,明显小于叶片气体交换指标对土壤有效含水量的响应阈值。证明了利用作物生育期间叶片气体交换等生理指标表征作物受旱状况,反映作物最终产量降低程度会存在一定问题。本研究结果可为农业干旱监测、预测及干旱影响评估提供参考依据。 展开更多
关键词 响应阈值 水分胁迫 叶片气体交换 产量 作物模型 春小麦
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不同温度盐爪爪种子发芽特性和幼苗期耐旱性
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作者 姜黎 田长彦 《草业科学》 CAS CSCD 北大核心 2023年第3期674-679,共6页
当前干旱区荒漠植物盐爪爪(Kalidium foliatum)种群存在自我更新障碍,荒漠区很少见到幼苗,水分和温度可能是荒漠区造成自我更新障碍的两个主要的生态因素。本研究采用聚乙二醇(PEG-6000)模拟干旱,在不同温度下(20℃/5℃、25℃/10℃、30... 当前干旱区荒漠植物盐爪爪(Kalidium foliatum)种群存在自我更新障碍,荒漠区很少见到幼苗,水分和温度可能是荒漠区造成自我更新障碍的两个主要的生态因素。本研究采用聚乙二醇(PEG-6000)模拟干旱,在不同温度下(20℃/5℃、25℃/10℃、30℃/15℃和35℃/20℃),研究干旱胁迫(0、5%、10%、15%、20%、30%PEG)对盐爪爪种子发芽特征和幼苗生长的影响,旨在探索盐爪爪种子发芽和幼苗生长与其原生境温度和干旱条件的相关性。结果表明:不同温度对盐爪爪种子萌发和幼苗生长有显著影响(P<0.01),其中发芽率、发芽指数、发芽势在30℃/15℃条件下达到最高,该温度可作为盐爪爪种子发芽特性和幼苗生长时期最适宜的温度;不同浓度的PEG-6000溶液对其种子萌发产生显著影响(P<0.05),在30℃/15℃下,高浓度(>15%PEG-6000)溶液对盐爪爪种子的萌发有抑制作用,且随着浓度的增大抑制作用也随之增强,低浓度的PEG-6000溶液(5%)对盐爪爪种子的发芽率、发芽势和发芽指数略有促进作用,适当的干旱胁迫有利于盐爪爪幼苗的生长,使出苗整齐。 展开更多
关键词 种子 耐旱阈值 干旱胁迫 发芽特性 温度 荒漠植物
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原位地应力测量与实时监测在强构造活动区深埋地下工程中应用的思考
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作者 谭成轩 张鹏 +9 位作者 王继明 丰成君 戚帮申 王惠卿 李滨 陈群策 吴满路 孙炜锋 秦向辉 张重远 《地质力学学报》 CSCD 北大核心 2023年第6期757-769,共13页
强构造活动区,因其原位地应力集中突出、变化复杂、各向异性显著,已成为亟待解决的重大工程地质安全问题和挑战。文章首先分析了原位地应力测量在强构造活动区深埋地下工程应用的经验和不足,然后研究了原位地应力实时监测在强构造活动... 强构造活动区,因其原位地应力集中突出、变化复杂、各向异性显著,已成为亟待解决的重大工程地质安全问题和挑战。文章首先分析了原位地应力测量在强构造活动区深埋地下工程应用的经验和不足,然后研究了原位地应力实时监测在强构造活动区深埋地下工程中的应用方法、技术及作用,最后给出了原位地应力测量与实时监测在强构造活动区深埋地下工程中应用建议。研究表明在强构造活动区,不能仅仅依据有限深孔地应力测量结果确定深埋地下工程总体地应力设计参数,而应开展三维地应力场综合研究,揭示其三维地应力场空间分布特征,针对深埋地下工程不同位置采用不同的地应力设计参数,避免因地应力设计参数偏大或偏小造成工程建设浪费或工程病害;在强构造活动区,饼状岩芯密度与地应力测量大小成反比,在饼状岩芯发育深度范围之下未来会形成但仍未形成饼状岩芯的深度范围往往地应力最高、应力最为集中,深埋地下工程应避免该深度范围;原位地应力实时监测可以动态揭示某一构造部位地应力大小的相对变化趋势和演化过程,并可计算地应力实时监测期间不同时域地应力状态绝对值,当大地震或重大工程地质问题发生后,不用开展新的地应力绝对测量,就可以快速评价区域地壳稳定性、深埋地下工程地质安全风险等,为深埋地下工程损毁修复提供量化设计地应力参数及预防变形破坏应力应变预留阈值,评价断层活动危险性。研究成果可为强构造活动区重大工程规划建设和安全运维提供科学依据。 展开更多
关键词 强构造活动区 饼状岩芯 原位地应力测量 压磁电感法地应力实时监测 应力应变预留阈值
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