On stress-forecasting strategy of earthquakes from stress buildup,stress shadow and stress transfer(SSS) based on numerical approach

Global Positioning System （GPS） and Interferometric Synthetic Aperture Radar （InSAR）, used for monitoring crust deformation, are found to be very promising in earthquake prediction subject to stress-forecasting. However, it is recognized that unless we can give reasonable explanations of these curious precursory phenomena that continue to be serendipitously observed from time to time, such high technology of GPS or InSAR is difficult to be efficiently used. Therefore, a proper model revealing the relation between earthquake evolution and stress variation, such as the phenomena of stress buildup, stress shadow and stress transfer （SSS）, is crucial to the GPS or InSAR based earthquake prediction. Here we address this question through a numerical approach of earthquake development using an intuitive physical model with a map-like configuration of discontinuous fault system. The simulation provides a physical basis for the principle of stress-forecasting of earthquakes based on SSS and for the application of GPS or InSAR in earthquake prediction. The observed SSS associated phenomena with images of stress distribution during the failure process can be continuously simulated. It is shown that the SSS are better indicators of earthquake precursors than that of seismic foreshocks, suggesting a predictability of earthquakes based on stress-forecasting strategy.

Interfacial stress transfer behavior in a specially-shaped fiber/matrix pullout test

Specially designed fibers are widely used in engineering practice because the specially-designed shape can help to improve the bonding strength of the fiber and the interface. Studied in this paper is the interfacial shear stress transfer behavior on both sides of the specially designed fiber when it is being pulled out; in which automatic analysis of three-dimensional photoelasticity is employed and the finite element method is adopted. The results show that the stress transfer occurs mainly in the region near the fiber＇s embedded end where the stress reaches its critical point, leading to debonding of the interface. Before debonding, as the pullout loading increases, the peak value of shear stress transfers along the fiber from the embedded end to the interior of the matrix, and then stops at the hooked part of the fiber because of its impediment. When the interface begins to debond as the load increases, the shear stress can be transferred to the hooked part.

STUDIES ON STRESS TRANSFERENCE MECHANISM OF STEEL FIBRE REINFORCED CONCRETE

The stress transfer mechanism of steel fibre reinforced concrete is studied. The solutions for the stress and displacement were regarded as the superposition of ' the elementary solutions' and ' the improved solutions'. The elementary solutions were found by using two-dimensional elastic theory and the improved solutions were found by using the Love displacement function method. The calculated results indicate that the solutions possess good convergence. By comparing the three-dimensional solutions with the shear-lag solutions, evident difference may be found.

Stress Transfer and the Impact of the India-Eurasia Collision and the Western Pacific Subduction on the Geodynamics of the Asian Continent

The interaction between the India-Eurasia collision and the Western Pacific subduction and their contribution to recent geodynamics of the Asian continent are discussed. We perform a comparative analysis of the data available from world literature and new data on the slow strain and earthquake migration from the India-Eurasia collision and the Western Pacific subduction zones. Based on the concepts of wave dynamics of the deformation processes, a localization scheme is constructed illustrating the migration of slow strain fronts in central and eastern Asia, and the wave geodynamic impact of collision and subduction on the Asian continent is shown.

Ameliorated stress related proteins are associated with improved cardiac function by sarcoplasmic reticulum calcium ATPase gene transfer in heart failure

BackgroundPrevious 研究证明在许多心失败(HF ) 模型的 sarco-endoplasmic 蜂窝胃钙 ATPase (SERCA2a ) 的 overexpression 与极大地提高的心脏的性能被联系。然而，它仍然未定义全身的煽动性的反应和 neuro 神经质的 factors.MethodsA 上的 SERCA2a overexpression 的效果试验性的 HF 的快速的恰好室的踱步模型在猎兔犬被使用。然后，动物经历了 recombinant 联系 adeno 的病毒(rAAV1 ) 1 调停了由直接 intra 心肌层的基因 transfection 注射。HF 动物被使随机化收到 SERCA2a 基因，提高的绿色荧光灯缓冲的蛋白质(控制) 基因，或相等的磷酸盐盐。在基因交货以后的三十天，心脏的功能被测试的 echocardiographic 评估。SERCA2a 的蛋白质水平被西方的弄污测量。左的 proteomic 分析室(LV ) 样品被决定用二维(2-D ) 胶化电气泳动和 MALDI-TOF-MS。全身的煽动性、 neuro 神经质的因素的浆液层次是用心脏的功能由于显著地增加的 SERCA2a 蛋白质水平在 SERCA- 2a 基因转移以后改进了的放射性免疫测定 kits.ResultsThe 的 assayed。与 SERCA2a 对待的猎兔犬显著地减少了煽动性的标记的浆液层次(interleukin-6 和肿瘤坏死 factor-&#x003b1；) 并且 neuro 神经质的因素(大脑 natriuretic 肽， endothelin-1 和血管收缩素 II ) 与 HF 动物相比。心肌的 proteomic 分析显示出那 haptoglobin 重链，热吃惊蛋白质( alpha-crystallin-related ， B6 )是下面调整的，并且 galectin-1 与 HF 组，相比在 SERCA2a 组是起来调整的由起来调整的可收缩的蛋白质的 companied 和 NADH dehydrogenase.ConclusionsThese 调查结果证明 rAAV1-SERCA2a 向量的地区性的 intramyocardial 注射可以改进全球 LV 功能，与全身的煽动性的、过多的 neuroendocrin

Investigation of Coulomb stress changes in south Tibet(central Himalayas) due to the 25th April 2015 M_W 7.8 Nepal earthquake using a Coulomb stress transfer model

After Mw 7.8 Nepal earthquake occurred, the rearrangement of stresses in the crust commonly leads to subsequent damaging earthquakes. We present the calculations of the coseismic stress changes that resulted from the 25th April event using models of regional faults designed according to south Tibet-Nepal structure, and show that some indicative significant stress increases. We calculate static stress changes caused by the displacement of a fault on which dislocations happen and an earthquake occurs. A Mw 7.3 earthquake broke on 12 May at a distance of - 130 km SEE of the Mw 7.8 earthquake, whose focus roughly located on high Coulomb stress change （CSC） site. Aftershocks （first 15 days after the mainshock） are associated with stress increase zone caused by the main rupture. We set receiver faults with specified strikes, dips, and rakes, on which the stresses imparted by the source fault are resolved. Four group normal faults to the north of the Nepal earthquake seismogenic fault were set as receiver faults and variant results followed. We provide a discussion on Coulomb stress transfer for the seismogenic fault, which is useful to identify potential future rupture zones.

Some Further Considerations about the Theory of Elastic Stress Transfer from Partially Embedded Axially Loaded Fiber to Matrix

In this paper the elastic stress transfer from the fiber to the matrix is analysed for fiber-reinforced composites when the fiber is loaded axially.The dependence of the elastic stress transfer on the as- pect ratio of the fiber,the volume fraction of the fiber,the fiber-to-matrix elastic modulus ratio and the Poisson's ratio of the fiber and the matrix has been shown in detail.

Effects of Matrix Features on Stress Transfer of Short Fiber Composites

By employing the elastic and elastic plastic finite element method(FEM), the effects of matrix feature on the stress transfer mechanisms of short fiber composites are studied. In the calculation, the variations in matrix modulus, yield strength and hardening modulus are considered. It is concluded that large deformation of matrix is harmful to the improvement of the mechanical performances of the composites.

Stagnation-point flow of couple stress fluid with melting heat transfer

Melting heat transfer in the boundary layer flow of a couple stress fluid over a stretching surface is investigated. The developed differential equations are solved for homotopic solutions. It is observed that the velocity and the boundary layer thickness are decreasing functions of the couple stress fluid parameter. However, the temperature and surface heat transfer increase when the values of the couple stress fluid parameter increase. The velocity and temperature fields increase with an increase in the melting process of the stretching sheet.

The Effects of Interfaces on Stress Transfer in Short Fiber Reinforced Metal Matrix Composites

In this paper, the effects of interface properties on the stress transfer between matrix and fiber in short fiber reinforced metal matrix composites (SFRMMCs) is studied with the method of the elasto plastic finite element. The interface properties include Young’s modulus, thickness and elasto plastic performances. In the calculation an interfacial layer with given thickness is introduced into the single fiber model. It is shown that, for a soft interface, the variation in interfacial properties influences the stress transfer greatly.

Three-dimensional finite element analysis of process-induced residual stress in resin transfer molding process

A three-dimensional finite element analysis of process-induced residual stress in resin transfer molding (RTM) process is presented. The finite element method (FEM) was employed to solve the coupled equations involved in the transient heat transfer and the cure kinetics of the resin, and the distributions of internal temperature and cure degree of the composite at any instant time were obtained. The self-consistent field micro-mechanics model was used to predict the cure-dependent mechanical properties of the composites. Thermal expansion and cure shrinkage were included in the analysis. The thermo-elastic mechanical governing equations were solved using the incremental stress-strain relationship based FEM and the residual stress development was predicted. The present results were validated by the comparisons with the pertinent literature. The numerical example of a half cylinder was presented. The results show that it is necessary to carry out the three-dimensional analysis due to the complex distributions of temperatures, cure degrees and process-induced stress for thick parts, which can be predicted at any point within composite structures in the present analysis.

Stress response characteristics of BFRP anchors on loess mudstone slope under rainfall conditions

To investigate the stress response characteristics and shear stress transfer mechanism of BFRP(basalt fiber reinforced plastics)anchors under rainfall conditions and to explore the reinforcement effect of BFRP anchors,a comparative indoor physical model test was conducted in this study using loess mudstone slope as a typical case,and multi-attribute response data,such as slope displacement,BFRP anchor strain and axial force,were obtained.Based on the variation law of slope displacement,it can be concluded that the deformation displacement of the slope on the side reinforced by BFRP anchors is smaller than that of slopes reinforced with steel anchors;the bearing capacity of BFRP anchor is given priority in time,and the anchoring effect of BFRP anchor at the top of the slope is given priority,and the axial force value of anchor is characterized by a surface amplification effect in space;the axial force is higher around the anchor head and tends to decay as a negative exponential function as the anchor extends in the direction of the interior of the slope;the shear stress of BFRP anchor and anchorage body are unevenly distributed along the axial direction,with the maximum value occurring in the free section near the slope surface and decreases as the BFRP anchor extends towards the interior of the slope.These results can provide a theoretical basis for the optimal design of BFRP anchors.

切顶沿空留巷充填体—矸石协同承载机理及控制技术研究

针对深部沿空留巷顶底板移近量大、充填体大变形破坏失稳等问题,采用数值模拟和现场实践相结合的方法,分析了传统沿空留巷和切顶卸压协同承载沿空留巷围岩应力演化规律和变形特征,揭示了切顶沿空留巷充填体—矸石协同承载机理。在此基础上,以朱庄煤矿Ⅲ635工作面沿空留巷为工程背景,提出了一种巷旁充填体—矸石组合结构体协同承载的切顶卸压沿空留巷技术,建立充填体—矸石协同支撑顶板力学模型、推导出顶板挠度方程,并进行工程应用。数值模拟结果表明:采用切顶卸压协同承载沿空留巷技术后,实体煤帮和充填体的垂直应力峰值分别降低了28.3%、44.4%,巷道顶底板移近量降低了58.2%。现场应用结果表明:采用该技术后,顶底板和两帮移近量分别为382.9、253.6 mm,工作面支架平均支撑力下降了45.3%,有效控制了巷道变形。可为类似条件下沿空留巷围岩控制提供参考。

Transfer Function Relating Compressive Pressure to Interfacial Stress Sensor for Biomedical Applications

To help comfort for an amputee, it is important to understand the load distribution between the residual limb and the prosthetic socket for a prosthetic socket system. An interfacial stress sensor was presented which was capable of measuring compressive pressure and shear stress simultaneously. A mathematical model was built and an experiment was conducted to obtain the transfer function of interfacial stress sensor to compressive pressure. The results show that the sensor is capable of measuring a range of 30-217 kPa compressive pressure with a relative error of 32.15% in lower range and 6.22% in upper range.

论长寿内卷化

进入长寿时代后,农村老年人在其高龄阶段的生命历程中,会遭遇各种负性生活事件。伴随其机体衰退,他们会不可避免地坠入巨大的生活风险之中。结合中国传统的老龄观,通过对“内卷化”这一概念的辨析和创造性转化,可以构建“长寿内卷化”的概念,以理解当前农村高龄老年人的生活风险状态。当高龄老年人的生命历程步入内卷点之后,其寿命虽然仍然在延长,但由于各种负性生命事件的发生和影响,生命质量却开始下滑,与理想状态相反的是,这段生命历程将持续进入病寿、苦寿、辱寿等单一存在或同时并存的生活风险状态;当这一曲线下滑至接近生命质量轴的交叉点时,它意味着高龄老年人生命主动或被动的终结。支撑从长寿内卷化到生活风险发生的机制是,城镇化进程带来的社会压力通过环状结构的新家庭结构形式向高龄老年人转移。秉持积极老龄观,加强政策干预,实现长寿去内卷化,是长寿时代所必需面对的重要议题。作为一个分析性概念的“长寿内卷化”,不仅对理解当前农村高龄老年人的生活风险具有理论意义和政策意义,将来也同样适用于分析城市高龄老年人的生活风险状况。

公铁合建钢混板-桁斜拉桥悬挑式钢锚箱受力特性及结构优化

为研究大跨度公铁合建钢混板-桁斜拉桥主梁悬挑式索梁钢锚箱结构的受力特性及结构优化,以主跨808 m的洪奇沥特大桥钢锚箱为背景,采用仿真分析方法,研究钢锚箱3个设计方案主要板件应力、焊缝应力以及推荐方案锚箱节点的传力特性和锚箱参数对钢锚箱受力的影响。结果表明:锚箱尺寸较大、顶底板加肋方案的主要板件应力最大为300 MPa,小于其他2种方案,且6条焊缝的最大应力和应力不均匀系数较优,因此确定该方案为最终设计方案;索力首先由锚垫板直接向钢锚箱顶、底板和内外腹板较为均匀传递,最终边弦杆底板、内腹板和外腹板分别承担了22.2%,46.4%和31.4%的索力;节点处副桁斜杆、近桥塔侧和远桥塔侧边弦杆、混凝土桥面、节点横梁分别传递约66.71%,9.72%,9.32%,9.68%和4.56%的斜拉索竖向分力;板件应力随顶底板厚度增加而减小,顶底板深入边弦杆长度增加可以降低底板-内腹板焊缝峰值应力,顶底板间距减小可降低内外腹板和顶底板与锚垫板接触区域应力;顶底板厚44 mm、锚箱顶底板深入边弦杆长度1800 mm、顶底板间距660 mm时较为合理。

在役连续配筋混凝土路面横向裂缝传荷能力评价新方法

通过建立带横向裂缝的连接配筋混凝路面(CRCP)结构仿真模型,计算CRC板在不同挠度传荷系数(L_(TE))下的最大应力,对比CRC板最大应力的有限元解和基于实测L_(TE)的应力计算值,从理论上分析以挠度传荷系数作为CRCP横向裂缝评价指标的适用性,并提出用于在役CRCP横向裂缝传荷能力的计算与评价新方法。研究结果表明:采用常用的挠度传荷系数(L_(TE))评价CRCP横向裂缝传荷能力不科学且结果偏保守;基于CRCP横向裂缝处板底水平应力动力响应分析,引入应力折减系数(S_(RC))来表征横向裂缝的传荷能力,以解决用L_(TE)来评价CRCP横向裂缝传荷能力结果偏保守的问题,并提出以S_(RC)为25%作为传荷能力强的临界值。CRCP板底最大水平应力随板厚增加不断减少,板厚变化对S_(RC)影响显著,对横向裂缝传荷能力评价时需考虑板厚的影响;通过非线性回归建立考虑CRCP板厚的L_(TE)与S_(RC)换算公式,实现基于实测挠度采用S_(RC)评价不同板厚下CRCP横向裂缝传荷能力的目的;运用提出的评价新方法评价CRCP实体工程横向裂缝传荷能力,评价结果基本符合实体工程的实际服役能力,解决了原有评价方法结果过于保守的问题,可为CRCP养护决策提供依据,实现对CRCP横向裂缝的精准控制。

随机海况下浮式结构物时域响应分析

为快速准确地获得随机海况下浮式结构物的时域响应,提出一种快速计算结构时域响应的方法。建立有限元应力模式的动力学方程,论证节点在周期荷载作用下的稳态解形式;推导节点应力响应函数的计算公式;将海况波浪谱分解,通过叠加应力响应方式计算随机海况下节点应力的时域响应。通过数值仿真验证及具体的工程项目应用,证明了该方法的可行性和优越性,为浮式平台时域疲劳分析提供了一种新思路。

考虑纵径向热应变的竖向受荷能量桩简化分析方法

为探究温度对能量桩荷载传递机理及相关力学响应的影响,引入平面瞬态温度场方程,将温度场与应力场解耦。基于平面应力模型,将能量桩与桩周土考虑为具有协调变形的整体,计算了径向热应力。在此基础上,将其与双曲线荷载传递模型结合,对桩土界面处的极限摩阻力进行修正。将纵向热应变考虑在竖向荷载传递方程中,得到可同时衡量纵向和径向热效应的竖向受荷能量桩承载特性分析方法。利用增量法对能量桩荷载传递控制方程进行求解,得到桩身轴力、桩侧阻力、桩身位移等相关力学响应。通过与既有文献进行对比,验证了该模型的合理性。通过参数分析,研究了温度和竖向力作用下能量桩的荷载传递特性。结果表明:温度会改变能量桩的荷载传递特性,提高能量桩的运行温度可小幅增加其承载力。该文方法的计算流程清晰,可为能量桩的设计提供参考。

Active Methyl Cycle and Transfer Related Gene Expression in Response to Drought Stress in Rice Leaves

Three rice varieties, Zhonghan 3, Shanyou 63 and Aizizhan, were used as materials in detecting differential active methyl cycle and transfer related gene expression in response to drought stress. The experiment was performed by gene chip and mRNA differential display technologies under the conditions of drought simulated with 10% PEG6000 solution. The results indicated that the methyl cycle could be activated in the leaves of Zhonghan 3 and Shanyou 63 but inhibited in the leaves of Aizizhan under drought stress. Furthermore, drought stress could induce the expression of a large number of methyltransferase genes, especially the transcription of Rubisco protein methylation related genes, which are beneficial for prevention of Rubisco protein oxidation and degradation, and drought stress could inhibit the transcription of DNA methyltransferase genes and histone methyltransferase genes. This result confirmed that the active methyl cycle and transfer related genes were involved in rice drought resistance.