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Coseismic Coulomb stress changes induced by a 2020-2021 M_(W)>7.0 Alaska earthquake sequence in and around the Shumagin gap and its influence on the Alaska-Aleutian subduction interface
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作者 Lei Yang Jianjun Wang Caijun Xu 《Geodesy and Geodynamics》 EI CSCD 2024年第1期1-12,共12页
Three M_(W)>7.0 earthquakes in 2020-2021 occurred in the Shumagin seismic gap and its adjacent area of the Alaska-Aleutian subduction zone,including the Mw7.8 Simeonof thrust earthquake on July 22,2020,the M_(W)7.6... Three M_(W)>7.0 earthquakes in 2020-2021 occurred in the Shumagin seismic gap and its adjacent area of the Alaska-Aleutian subduction zone,including the Mw7.8 Simeonof thrust earthquake on July 22,2020,the M_(W)7.6 Sand Point strike-slip earthquake on October 19,2020,and the M_(W)8.2 Chignik thrust earthquake on July 29,2021.The spatial and temporal proximity of these three earthquakes prompts us to probe stress-triggering effects among them.Here we examine the coseismic Coulomb stress change imparted by the three earthquakes and their influence on the subduction interface.Our results show that:(1)The Simeonof earthquake has strong loading effects on the subsequent Sand Point and Chignik earthquakes,with the Coulomb stress changes of 3.95 bars and 2.89 bars,respectively.The Coulomb stress change caused by the Sand Point earthquake at the hypocenter of the Chignik earthquake is merely around 0.01 bars,suggesting the negligible triggering effect on the latter earthquake;(2)The triggering effects of the Simeonof,Sand Point,and Chignik earthquakes on aftershocks within three months are not well pronounced because of the triggering rates of 38%,14%,and 43%respectively.Other factors may have played an important role in promoting the occurrence of these aftershocks,such as the roughness of the subduction interface,the complicated velocity structure of the lithosphere,and the heterogeneous prestress therein;(3)The three earthquakes caused remarkable coseismic Coulomb stress changes at the subduction interface nearby these mainshocks,with an average Coulomb stress change of 3.2 bars in the shallow region directly inwards the trench. 展开更多
关键词 The 2020-2021 Alaska earthquake SEQUENCE Coseismic Coulomb stress change Mainshock-aftershock triggering The Alaska-Aleutian subduction interface The Shumagin gap
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Exercise-induced modulation of miR-149-5p and MMP9 in LPS-triggered diabetic myoblast ER stress: licorice glycoside E as a potential therapeutic target
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作者 Yi Du Hong Liu 《Traditional Medicine Research》 2024年第8期23-34,共12页
Background:This study explores the relationship between endoplasmic reticulum(ER)stress and diabetes,particularly focusing on the impact of physical exercise on ER stress mechanisms and identifying potential therapeut... Background:This study explores the relationship between endoplasmic reticulum(ER)stress and diabetes,particularly focusing on the impact of physical exercise on ER stress mechanisms and identifying potential therapeutic drugs and targets for diabetes-related sepsis.The research also incorporates traditional physical therapy perspectives,emphasizing the genomic insights gained from exercise therapy in disease management and prevention.Methods:Gene analysis was conducted on the GSE168796 and GSE94717 datasets to identify ER stress-related genes.Gene interactions and immune cell correlations were mapped using GeneCard and STRING databases.A screening of 2,456 compounds from the TCMSP database was performed to identify potential therapeutic agents,with a focus on their docking potential.Techniques such as luciferase reporter gene assay and RNA interference were used to examine the interactions between microRNA-149-5p and MMP9.Results:The study identified 2,006 differentially expressed genes and 616 miRNAs.Key genes like MMP9,TNF-α,and IL1B were linked to an immunosuppressive state.Licorice glycoside E demonstrated high affinity for MMP9,suggesting its potential effectiveness in treating diabetes.The constructed miRNA network highlighted the regulatory roles of MMP9,IL1B,IFNG,and TNF-α.Experimental evidence confirmed the binding of microRNA-149-5p to MMP9,impacting apoptosis in diabetic cells.Conclusion:The findings highlight the regulatory role of microRNA-149-5p in managing MMP9,a crucial gene in diabetes pathophysiology.Licorice glycoside E emerges as a promising treatment option for diabetes,especially targeting MMP9 affected by ER stress.The study also underscores the significance of physical exercise in modulating ER stress pathways in diabetes management,bridging traditional physical therapy and modern scientific understanding.Our study has limitations.It focuses on the microRNA-149-5p-MMP9 network in sepsis,using cell-based methods without animal or clinical trials.Despite strong in vitro findings,in vivo studies are needed to confirm licorice glycoside E’s therapeutic potential and understand the microRNA-149-5p-MMP9 dynamics in real conditions. 展开更多
关键词 ER stress diabetes physical exercise gene expression microRNA-149-5p MMP9 licorice glycoside E traditional physical therapy genomics insights
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Exosomes derived from microglia overexpressing miR-124-3p alleviate neuronal endoplasmic reticulum stress damage after repetitive mild traumatic brain injury
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作者 Yan Wang Dai Li +12 位作者 Lan Zhang Zhenyu Yin Zhaoli Han Xintong Ge Meimei Li Jing Zhao Shishuang Zhang Yan Zuo Xiangyang Xiong Han Gao Qiang Liu Fanglian Chen Ping Lei 《Neural Regeneration Research》 SCIE CAS CSCD 2024年第9期2010-2018,共9页
We previously reported that miR-124-3p is markedly upregulated in microglia-derived exosomes following repetitive mild traumatic brain injury.However,its impact on neuronal endoplasmic reticulum stress following repet... We previously reported that miR-124-3p is markedly upregulated in microglia-derived exosomes following repetitive mild traumatic brain injury.However,its impact on neuronal endoplasmic reticulum stress following repetitive mild traumatic brain injury remains unclear.In this study,we first used an HT22 scratch injury model to mimic traumatic brain injury,then co-cultured the HT22 cells with BV2 microglia expressing high levels of miR-124-3p.We found that exosomes containing high levels of miR-124-3p attenuated apoptosis and endoplasmic reticulum stress.Furthermore,luciferase reporter assay analysis confirmed that miR-124-3p bound specifically to the endoplasmic reticulum stress-related protein IRE1α,while an IRE1αfunctional salvage experiment confirmed that miR-124-3p targeted IRE1αand reduced its expression,thereby inhibiting endoplasmic reticulum stress in injured neurons.Finally,we delivered microglia-derived exosomes containing miR-124-3p intranasally to a mouse model of repetitive mild traumatic brain injury and found that endoplasmic reticulum stress and apoptosis levels in hippocampal neurons were significantly reduced.These findings suggest that,after repetitive mild traumatic brain injury,miR-124-3 can be transferred from microglia-derived exosomes to injured neurons,where it exerts a neuroprotective effect by inhibiting endoplasmic reticulum stress.Therefore,microglia-derived exosomes containing miR-124-3p may represent a novel therapeutic strategy for repetitive mild traumatic brain injury. 展开更多
关键词 apoptosis C/EBP homologous protein endoplasmic reticulum stress EXOSOME inositol-requiring enzyme MICROGLIA miR-124-3p neuron repetitive mild traumatic brain injury X-box binding protein 1
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Two-dimensional plane strain consolidation of unsaturated soils considering the depth-dependent stress
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作者 Lei Wang Sidong Shen +2 位作者 Tianyi Li Minjie Wen Annan Zhou 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第6期1603-1614,共12页
In practical engineering,the total vertical stress in the soil layer is not constant due to stress diffusion,and varies with time and depth.Therefore,the purpose of this paper is to investigate the effect of stress di... In practical engineering,the total vertical stress in the soil layer is not constant due to stress diffusion,and varies with time and depth.Therefore,the purpose of this paper is to investigate the effect of stress diffusion on the two-dimensional(2D)plane strain consolidation properties of unsaturated soils when the stress varies with time and depth.A series of semi-analytical solutions in terms of excess pore air and water pressures and settlement for 2D plane strain consolidation of unsaturated soils can be derived with the joint use of Laplace transform and Fourier sine series expansion.Then,the inverse Laplace transform of the semi-analytical solution is given in the time domain using a self-programmed code based on Crump’s method.The reliability of the obtained solutions is proved by the degeneration.Finally,the 2D plots of excess pore pressures and the curves of settlement varying with time,considering different physical parameters of unsaturated soil stratum and depth-dependent stress,are depicted and analyzed to study the 2D plane strain consolidation properties of unsaturated soils subjected to the depthdependent stress. 展开更多
关键词 Semi-analytical solutions Two-dimensional(2D)plane strain CONSOLIDATION Unsaturated soils Depth-dependent stress Laplace transform
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Formulation and procedure for in situ stress back-analysis from borehole strain changes measured during nearby underground excavation
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作者 Cui Lin D.H.Steve Zou 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第8期1931-1943,共13页
Estimation of in situ stresses based on back-analysis of measured stress changes and displacements has become an alternative to the direct stress measurement methods.In order to help users conduct own measurement and ... Estimation of in situ stresses based on back-analysis of measured stress changes and displacements has become an alternative to the direct stress measurement methods.In order to help users conduct own measurement and analysis,this paper presents in detail a field stress back-analysis approach directly from borehole strain changes measured during nearby underground excavation.Essential formulations in major steps and the procedure for the entire analysis process are provided to allow users to follow.The instrument for borehole strain change measurement can be the CSIR or CSIRO stress cells and other borehole strain cells that can measure strains on borehole walls.Strain changes corresponding to the stress changes at a borehole location are calculated in borehole environment.The stress changes due to nearby excavation can be calculated by an analytical model for a single circular opening and simulated by a numerical model for non-circular and multiple openings.These models are based on isotropic,homogeneous and linear elastic assumptions.The analysis of borehole strain changes is accomplished by multiple linear regression based on error minimization and an integrated process provides the best-fit solution directly to the in situ stresses.A statistical technique is adopted for screening outliers in the measurement data,checking measurement compatibility and evaluating the reliability of analysis results.An application example is included to demonstrate the practical application and the analysis procedure. 展开更多
关键词 In situ stress field BACK-ANALYSIS Borehole strain change Multiple linear regression Underground excavation Data compatibility Result reliability
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再生粗骨料混凝土应力-应变关系 被引量:2
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作者 肖建庄 唐宇翔 +1 位作者 张凯建 杨海峰 《工程力学》 EI CSCD 北大核心 2024年第2期43-55,共13页
再生粗骨料混凝土应力-应变关系是实现其材料到结构力学分析的桥梁纽带,成为再生粗骨料混凝土结构基础理论的基石。介绍了作者团队多年来在再生粗骨料混凝土应力-应变关系方面取得的研究进展:采用模型化再生粗骨料方法,研究了复杂界面... 再生粗骨料混凝土应力-应变关系是实现其材料到结构力学分析的桥梁纽带,成为再生粗骨料混凝土结构基础理论的基石。介绍了作者团队多年来在再生粗骨料混凝土应力-应变关系方面取得的研究进展:采用模型化再生粗骨料方法,研究了复杂界面过渡区对再生粗骨料混凝土破坏行为的影响,揭示了再生粗骨料混凝土细观损伤本质与演化机理;从静力作用到动力作用,系统地开展了不同工况下再生粗骨料混凝土应力-应变行为试验研究,探明了载荷条件对再生粗骨料混凝土应力与变形的影响规律并建立了相适应的力学与数学模型;进一步考虑再生粗骨料性能时空变异性,发现了再生粗骨料混凝土力学响应的概率分布特征,提出了再生粗骨料混凝土随机损伤本构关系;基于获得的本构模型,完成了再生粗骨料混凝土构件时变可靠度分析和结构动力非线性分析,为再生粗骨料混凝土在实际工程中的安全应用提供了理论支撑;提炼了相关研究结论并对未来研究工作进行了展望。 展开更多
关键词 再生粗骨料混凝土 应力-应变关系 多工况受力 随机性 时变可靠度 非线性分析
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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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NUMERICAL SIMULATION OF STRESS-STRAIN DISTRIBUTIONS FOR WELD METAL SOLIDIFICATION CRACKING IN STAINLESS STEEL 被引量:2
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作者 Y. H. Wei R. P. Liu and Z. J. Dong( 1) National Key Laboratory of Advanced Welding Production Technology, HIT, Harbin 150001, China 2) Harbin Research institute of Welding,Harbin 150080, China) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2000年第1期133-138,共6页
This paper analyzed the characteristics of welding solidification crack of stainless steels,and clearly re- vealed the the of the deformation in the molten - the pool and the solidification shrinkage on the stress -... This paper analyzed the characteristics of welding solidification crack of stainless steels,and clearly re- vealed the the of the deformation in the molten - the pool and the solidification shrinkage on the stress - strain fields in the trail of molten - weld pool.Moreover, rheologic properties of the alloys in solid - liquid zone were also obtained by measuring the hading and unloading deform curves of the steels.As a result, a numerical model for simulation of stress - strain distributions of welding solidifi- cation crack was developed. On the basis of the model,the thesis simulated the driving force of solidifi- cation crack of stainless steels, that is, stress - strain fields in the trail of molten-weld pool with fi- nite element method. 展开更多
关键词 welding solidification crack welding solidification crack driving force finite element method stress - strain field numerical simulation
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MODELING THE STRESS-STRAIN CURVES UNDER DYNAMIC RECRYSTALLIZATION 被引量:1
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作者 W. Gao T. Sakai and H. Miura( Department of Mechanical Engineering and Intelligent Systems, The University of Electro - Communica- tions, Chofu, Tokyo 182 - 8585, Japan) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2000年第1期349-358,共10页
An analytical model for dynamic recrystallization (DRX) is studied based on the relative grain size model proposed by Sakai and Jonas, and the characteristic flow behaviors under DRX are analyzed and simulated. Int... An analytical model for dynamic recrystallization (DRX) is studied based on the relative grain size model proposed by Sakai and Jonas, and the characteristic flow behaviors under DRX are analyzed and simulated. Introducing the variation of dynamic grain size and the heterogeneous distribution of disolo- cation densities densities under DRX,a simple method for modeling and simulating DRX processes is developed by using Laplace transformation theory. The results derived from the present model agree well with the experimental results in literatures. This simulation can reproduce a number of features in DRX flow behaviors, for example,single and multiple peak flow behaviors followed by a steady state flow, the transition between them, and so on. 展开更多
关键词 dynamic recrystallization computer simulation stress - strain curve single and multiple peaks
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装配式桥梁板玻璃纤维混凝土-U形钢筋湿接缝受力与变形分析 被引量:1
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作者 杨三强 代泽煜 靳进钊 《桥梁建设》 EI CSCD 北大核心 2024年第1期47-53,共7页
为解决装配式桥梁板体系湿接缝处力学性能不稳定、易变形的问题,提出采用玻璃纤维混凝土-U形钢筋加强方案优化湿接缝性能,以雄安新区荣乌高速荣乌主线桥为背景进行研究。选取主线桥2个试验段(试验段A湿接缝采用普通混凝土-U形钢筋方案,... 为解决装配式桥梁板体系湿接缝处力学性能不稳定、易变形的问题,提出采用玻璃纤维混凝土-U形钢筋加强方案优化湿接缝性能,以雄安新区荣乌高速荣乌主线桥为背景进行研究。选取主线桥2个试验段(试验段A湿接缝采用普通混凝土-U形钢筋方案,钢筋点焊;试验段B湿接缝采用玻璃纤维混凝土-U形钢筋加强方案,钢筋满焊)进行梁板体系湿接缝性能试验,监测湿接缝处搭接钢筋力学响应及混凝土接触面变形特征,同时对长期运载及强降雨影响下的钢筋受力与混凝土变形进行监测。结果表明:长期运载下,试验段B横筋受力约为试验段A的一半,其中部纵筋承受外力远大于试验段A,边缘纵筋承受外力较少,试验段B稳定性更优;试验段B较试验段A在湿接缝部位变形量小,其稳定性及耐久性更优;强降雨阶段,试验段B较试验段A变形及力学响应波动程度更低,其抗渗能力、耐久性更优。由此可知基于玻璃纤维混凝土-U形钢筋加强方案的湿接缝构造在外力传导、抵抗变形方面具有较强稳定性,不易受恶劣环境影响。 展开更多
关键词 装配式桥 梁板体系 湿接缝 玻璃纤维混凝土 U形钢筋 钢筋应力 混凝土应变 监测
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再生微粉活性粉末混凝土单轴受压应力-应变曲线研究
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作者 朱鹏 李卓宣 +2 位作者 贾奇浩 张盛东 屈文俊 《结构工程师》 2024年第3期118-124,共7页
为了进一步了解再生微粉活性粉末混凝土(RPC)的受压性能,通过试验分析并结合有限元模拟,研究了不同配比再生微粉RPC的单轴受压应力-应变曲线。利用有限元软件Ansys在细观层次上建立了随机分布钢纤维模型,建立的随机钢纤维模型能较好地... 为了进一步了解再生微粉活性粉末混凝土(RPC)的受压性能,通过试验分析并结合有限元模拟,研究了不同配比再生微粉RPC的单轴受压应力-应变曲线。利用有限元软件Ansys在细观层次上建立了随机分布钢纤维模型,建立的随机钢纤维模型能较好地反映实际情况。进而采用数值模拟的方法分析了钢纤维体积掺量对RPC受压应力-应变曲线的影响。研究结果表明,随着再生微粉对水泥替代率的增加,峰值应力减小,峰值应变和弹性模量略有降低但变化不显著。钢纤维的加入提高了再生微粉RPC的峰值应力、峰值应变和弹性模量,且随着钢纤维掺量增加,峰值应力增长,弹性模量有一定增长,峰值应变变化不明显。 展开更多
关键词 活性粉末混凝土 应力-应变曲线 有限元模型 数值模拟
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基于BP神经网络的胶结砂砾石应力-应变关系预测
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作者 刘庆辉 王震 +2 位作者 任红磊 闵芷瑞 蔡新 《水力发电》 CAS 2024年第2期30-34,77,共6页
在前期宏观试验基础之上,采用离散元模拟和BP神经网络相结合的方法获取不同胶凝材料掺量和围压下胶结砂砾石的应力-应变关系。根据前期胶凝材料掺量分别为20、40、60、80、100 kg/m3的胶结砂砾石三轴排水剪切试验结果,开展离散元数值模... 在前期宏观试验基础之上,采用离散元模拟和BP神经网络相结合的方法获取不同胶凝材料掺量和围压下胶结砂砾石的应力-应变关系。根据前期胶凝材料掺量分别为20、40、60、80、100 kg/m3的胶结砂砾石三轴排水剪切试验结果,开展离散元数值模拟。以试验数据为学习样本,开展BP神经网络模型训练,预测胶凝材料掺量分别为30、50、70、90 kg/m3的胶结砂砾石应力-应变关系,并将预测结果和离散元模拟结果进行对比。研究结果表明,BP神经网络能够实现胶结砂砾石应力-应变关系的预测,并在较低围压下具有较好的精度。 展开更多
关键词 胶结砂砾石 应力-应变关系 预测 围压 BP神经网络
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超高性能海水海砂混凝土单轴受压应力-应变关系
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作者 朱德举 王鹏 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第5期12-21,共10页
为研究超高性能海水海砂混凝土(Ultra-High Performance Seawater Sea-sand Concrete,UHPSSC)轴压应力-应变关系,探究钢纤维体积掺量对UHPSSC轴压力学性能和轴压应力-应变全曲线的影响,使用Instron 1346万能材料试验机测得UHPSSC应力-... 为研究超高性能海水海砂混凝土(Ultra-High Performance Seawater Sea-sand Concrete,UHPSSC)轴压应力-应变关系,探究钢纤维体积掺量对UHPSSC轴压力学性能和轴压应力-应变全曲线的影响,使用Instron 1346万能材料试验机测得UHPSSC应力-应变全曲线,借助Pycharm曲线拟合程序与已有混凝土应力-应变全曲线模型进行拟合与修正.结果表明:钢纤维掺量越高,轴压作用下UHPSSC的破坏程度越小,抗压强度和峰值应变也随之增加;已有模型拟合的UHPSSC应力-应变全曲线上升段与试验曲线比较相近,下降段后期差距较大;通过修正下降段形状参数,得到了更适用于描述UHPSSC应力-应变全曲线的修正模型,并验证该修正模型的适用范围. 展开更多
关键词 超高性能海水海砂混凝土 钢纤维 力学性能 应力-应变全曲线 修正模型
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铸态Mg-6Zn合金的半固态压缩变形行为及本构模型的建立
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作者 蔡晓文 任俊 罗霞 《机械工程材料》 CAS CSCD 北大核心 2024年第5期38-44,共7页
利用Gleeble-3500型热力模拟试验机对铸态Mg-6Zn合金在变形温度500,520,540℃,应变速率0.1,1,5 s^(-1)下进行半固态压缩试验,得到了真应力-真应变曲线;基于真应力和真应变试验数据及Arrhenius模型,建立该合金的半固态压缩本构模型,并进... 利用Gleeble-3500型热力模拟试验机对铸态Mg-6Zn合金在变形温度500,520,540℃,应变速率0.1,1,5 s^(-1)下进行半固态压缩试验,得到了真应力-真应变曲线;基于真应力和真应变试验数据及Arrhenius模型,建立该合金的半固态压缩本构模型,并进行试验验证。结果表明:Mg-6Zn合金的半固态压缩变形过程主要分为类弹性变形、应变硬化变形和流变黏塑性变形3个阶段;峰值应力随变形温度的升高或应变速率的减小而降低。利用建立的本构模型计算得到的真应力与试验结果之间的相关性很好,相关系数为0.947,平均相对误差为5.57%,说明该本构模型能够较准确地预测铸态Mg-6Zn合金的半固态压缩变形行为。 展开更多
关键词 Mg-6Zn合金 半固态压缩变形 真应力-真应变曲线 本构模型
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钢-连续纤维复合筋珊瑚混凝土梁式拉拔粘结应力分布研究
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作者 王磊 余涵 +3 位作者 章明明 谷健 卢家慧 朱得祥 《硅酸盐通报》 CAS 北大核心 2024年第7期2461-2469,2489,共10页
为探究钢-连续纤维复合筋(SFCB)在珊瑚混凝土中的粘结应力分布,使用梁式拉拔试验方法,对碳纤维增强复合材料(CFRP)筋和不同直径SFCB珊瑚混凝土进行拉拔,并采用光纤Bragg光栅(FBG)传感技术对筋材应力分布变化动态监测。研究结果表明:SFC... 为探究钢-连续纤维复合筋(SFCB)在珊瑚混凝土中的粘结应力分布,使用梁式拉拔试验方法,对碳纤维增强复合材料(CFRP)筋和不同直径SFCB珊瑚混凝土进行拉拔,并采用光纤Bragg光栅(FBG)传感技术对筋材应力分布变化动态监测。研究结果表明:SFCB直径和钢芯直径均会影响荷载-滑移曲线形状;箍筋对筋材初始粘结刚度和SFCB纤维层加载端应变有明显提升;箍筋一定程度可以增强螺纹钢芯的粘结,对光圆钢芯粘结影响不大;SFCB屈服后的粘结应力分布与屈服前有明显差异,钢芯屈服后应力传递现象更明显;由于钢芯具有较高的弹性模量,在相同荷载下SFCB纤维层粘结段各处粘结应力均要大于CFRP筋。 展开更多
关键词 SFCB 珊瑚混凝土 梁式拉拔试验 粘结应力分布 SFCB应变 光纤光栅传感技术
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7FDL-16柴油机气缸盖热结构耦合应力分析
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作者 李明海 庄斌 《大连交通大学学报》 CAS 2024年第2期63-67,共5页
通过CATIA软件进行三维建模,利用Space Claim模块提取流体域,在Fluent模块设置流体边界条件并仿真流动,先后导入Ansys Workbench稳态热和静应力分析模块,设置热边界条件和应力载荷,得到气缸盖的温度场以及热结构耦合应力分布云图。热结... 通过CATIA软件进行三维建模,利用Space Claim模块提取流体域,在Fluent模块设置流体边界条件并仿真流动,先后导入Ansys Workbench稳态热和静应力分析模块,设置热边界条件和应力载荷,得到气缸盖的温度场以及热结构耦合应力分布云图。热结构耦合应力分析可得:热应变最大处在火力面鼻梁区,最大变形量为0.002 1 mm,应力最大处在两排气门之间的鼻梁区,最大应力值为398 MPa,安全系数为2.71,满足实际结构工作的要求标准。 展开更多
关键词 柴油机 气缸盖 热结构耦合应力分析 热应变
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陶粒对SC-SCC黏结界面劈裂破坏特性的影响
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作者 赵洪 谢友均 +2 位作者 龙广成 唐卓 李文旭 《建筑材料学报》 EI CAS CSCD 北大核心 2024年第4期350-358,共9页
基于劈裂试验,研究了陶粒对蒸养混凝土(SC)-自密实混凝土(SCC)黏结界面力学特性的影响.结果表明:陶粒能提高SC-SCC黏结界面的劈裂抗拉强度,增加黏结界面的张开位移值,提升黏结界面的延性;黏结界面应力-应变曲线可分为线性发展阶段、塑... 基于劈裂试验,研究了陶粒对蒸养混凝土(SC)-自密实混凝土(SCC)黏结界面力学特性的影响.结果表明:陶粒能提高SC-SCC黏结界面的劈裂抗拉强度,增加黏结界面的张开位移值,提升黏结界面的延性;黏结界面应力-应变曲线可分为线性发展阶段、塑性发展阶段和失效破坏阶段;双参数Weibull分布模型可较好地模拟黏结界面应力-应变曲线的上升段,当黏结界面的陶粒引入量低于4 kg/m2时,黏结界面损伤变量的演化进程被有效减缓. 展开更多
关键词 黏结界面 应力 应变 损伤模型 数字图像相关技术(DIC) 劈裂抗拉强度
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加载速率对密砂应力-应变特性影响的试验研究
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作者 MD RASEL Ahammed 邓刚 +2 位作者 张延亿 胡敏云 张茵琪 《水利水电技术(中英文)》 北大核心 2024年第5期50-59,共10页
【目的】砂是一种常见的建筑材料,在水利水电工程、交通、海洋和其他土木工程中应用广泛。在不同的工程应用中,砂土经受不同的加载过程和加载速率。因为加载速率效应,砂在相同幅值荷载作用下产生的变形有一定差异。这项研究旨在深入了... 【目的】砂是一种常见的建筑材料,在水利水电工程、交通、海洋和其他土木工程中应用广泛。在不同的工程应用中,砂土经受不同的加载过程和加载速率。因为加载速率效应,砂在相同幅值荷载作用下产生的变形有一定差异。这项研究旨在深入了解不同应变速率三轴剪切条件下砂的应力应变特性。【方法】采用相对密度为0.9的密砂,开展了一系列三轴固结排水剪切试验,在两种不同围压(750 kPa和2000 kPa)下对试样进行固结后,分别采用三种不同的常应变速率(0.00625%/min,0.0625%/min和0.625%/min)进行应变控制排水剪切。根据试验数据,绘制了应力-应变关系发展曲线,分析了应变速率对砂土偏应力和体积应变演化的影响。【结果】结果表明,在本试验采用的恒定应变速率和围压条件下,密砂在轴向应变约为2%时将发生屈服。屈服前,相同轴应变增量对应的土样偏应力增量和体积应变增量对剪切速率比较敏感,特别是体积应变,即加载应变速率较小时获得的土样剪应力较低,但体积应变(收缩)发展量较大。【结论】在屈服前,砂土的模量随着加载速率的增加而增大;但是屈服后,当加载达到大应变(ε1=15%)条件时,应变率对砂土应力变形的影响不明显。另外,在相同围压下,以不同应变率加载的砂样在加载过程中的应力比(q/p)-偏应变关系呈现出一致性。该研究可以提高对砂土力学特性的认识,并为砂土地基上的结构设计和安全评价提供参考。 展开更多
关键词 密砂 三轴固结排水试验 应变率 偏应力 体积应变 变形 力学性能 影响因素
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Stress-strain behavior of plastic concrete using monotonic triaxial compression tests 被引量:14
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作者 Y.Pashang Pisheh S.M.Mir Mohammad Hosseini 《Journal of Central South University》 SCIE EI CAS 2012年第4期1125-1131,共7页
The mechanical behavior of plastic concrete used in the cut-off walls of earth dams has been studied.Triaxial compression tests on the specimens in various ages and mix designs under different confining pressures have... The mechanical behavior of plastic concrete used in the cut-off walls of earth dams has been studied.Triaxial compression tests on the specimens in various ages and mix designs under different confining pressures have been done and the stress-strain behavior of such materials and their strength parameter changes have been experimentally investigated.It has been observed that increasing the confining pressures applied on the specimens causes the material behavior to be alike the more ductile materials and the compressive strength increases considerably as well.Moreover,a parametric study has been carried out to investigate the influence of essential parameters on the shear strength parameters of these materials.According to the research,increasing the coarse to fine aggregates ratio leads to the increase of compressive strength of the specimens as well as the increase of the cohesion and internal friction angle of the materials.Furthermore,the bentonite content decrease and the cement factor increase result in an increase of the cohesion parameter of plastic concretes and decrease of the internal friction angle of such materials. 展开更多
关键词 应力应变行为 三轴压缩试验 塑性混凝土 抗剪强度参数 韧性材料 单调 抗压强度 内摩擦角
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Stress-strain partitioning analysis of constituent phases in dual phase steel based on the modified law of mixture 被引量:7
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作者 Shuang Kuang Yong-lin Kang +1 位作者 Hao Yu Ren-dong Liu 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2009年第4期393-398,共6页
A more accurate estimation of stress-strain relationships for martensite and ferrite was developed, and the modified law of mixture was used to investigate the stress-strain partitioning of constituent phases in dual ... A more accurate estimation of stress-strain relationships for martensite and ferrite was developed, and the modified law of mixture was used to investigate the stress-strain partitioning of constituent phases in dual phase (DP) steels with two different martensite volume fractions. The results show that there exist great differences in the stress-strain contribution of martensite and ferrite to DP steel. The stress-strain partitioning coefficient is not constant in the whole strain range, but decreases with increasing the true strain of DP steel. The softening effect caused by the dilution of carbon concentration in martensite with the increase of martensite volume fraction has great influence on the strain contribution of martensite. The strain ratio of ferrite to martensite almost linearly increases with increasing the true strain of DP steel when the martensite volume fraction is 22%, because martensite always keeps elastic. But the strain ratio of ferrite to martensite varies indistinctively with the further increase in true strain of DP steel above 0.034 when the martensite volume fraction is 50%, because plastic deformation happens in martensite. The stress ratio ofmartensite to ferrite decreases monotonously with increasing the true strain of DP steel whether the martensite volume fraction is 22% or 50%. 展开更多
关键词 stress and strain partitioning dual phase steel FERRITE MARTENSITE
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