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Bending behaviour of lightweight aggregate concrete-filled steel tube spatial truss beam 被引量:4
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作者 傅中秋 吉伯海 +1 位作者 朱伟 葛汉彬 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第8期2110-2117,共8页
A lightweight aggregate concrete-filled steel tube(LACFST) spatial truss beam was tested under bending load. The performance was studied by the analysis of the beam deflection and strains in its chords and webs. Accor... A lightweight aggregate concrete-filled steel tube(LACFST) spatial truss beam was tested under bending load. The performance was studied by the analysis of the beam deflection and strains in its chords and webs. According to the test results, several assumptions were made to deduce the bearing capacity calculation method based on the force balance of the whole section. An optimal dimension relationship for the truss beam chords was proposed and verified by finite element analysis. Results show that the LACFST spatial truss beam failed after excessive deflection. The strain distribution agreed with Bernoulli-Euler theoretical prediction. The truss beam flexural bearing capacity calculation results matched test evidence with only a 3% difference between the two. Finite element analyses with different chord dimensions show that the ultimate bearing capacity increases as the chord dimensions increase when the chords have a diameter smaller than optimal one; otherwise, it remains almost unchanged as the chord dimensions increase. 展开更多
关键词 lightweight aggregate concrete-filled steel tube spatial truss beam bending behaviour bearing capacity
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Effect of interface behaviour on damage and instability of PBX under combined tension-shear loading 被引量:2
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作者 Quan-zhi Xia Yan-qing Wu Feng-lei Huang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2023年第5期137-151,共15页
To study the effect of interface behaviour on the mechanical properties and damage evolution of PBX under combined tension-shear loading, the present work establishes the numerical model of a PBX three-phase hybrid sy... To study the effect of interface behaviour on the mechanical properties and damage evolution of PBX under combined tension-shear loading, the present work establishes the numerical model of a PBX three-phase hybrid system, which introduces a nonlinear plastic damage cohesion model to study the mechanical response and damage process. The parameters in the model were fitted and calibrated.Taking the crack growth rate as the feature, the damage state in each stage was determined, and the damage instability criterion was given. The effects of interfacial tensile strength and shear strength on the damage process of PBX were studied. On this basis, serrated and hemispherical structures interface of PBX has been developed, which affects the damage process and instability during the loading process.The results indicate that damage state response of PBX experiences the process of stable load bearing,unstable propagation, and complete failure. At the critical moment of instability, the overall equivalent effective strain of material reaches 3024 με and instability loading displacement reaches 0.39 mm. The increase of interfacial tensile strength and shear strength significantly inhibits the damage of PBX. The effect of interfacial shear strength on critical instability of PBX is approximately 1.7 times that of the interfacial tensile strength. Further, interface opening along the normal direction is the main damage form at the interface. Serrated and hemispherical rough interfaces can significantly inhibit propagation of cracks, and the load bearing capacity is improved by 22% and 9.7%, respectively. Appropriate improvement of the roughness of the interface structure can effectively improve the mechanical properties. It is significantly important to have a better understanding of deformation, damage and failure mechanisms of PBX and to improve our predictive ability. 展开更多
关键词 PBX explosives Interface behaviour DAMAGE INSTABILITY Crack propagation
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Analytical model of shear mechanical behaviour of bolted rock joints considering influence of normal stress on bolt guide rail effect 被引量:2
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作者 ZHENG Luo-bin WANG Liang-qing ZHU Lin-feng 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第5期1505-1518,共14页
Rock bolts have been widely used in slopes as a reinforcement measure.Modelling the shear mechanical behaviours of bolted rock joints is very complicated due to the complex factors that affect the axial force and shea... Rock bolts have been widely used in slopes as a reinforcement measure.Modelling the shear mechanical behaviours of bolted rock joints is very complicated due to the complex factors that affect the axial force and shear force on the bolts.Rock bolts under shear action exhibit the guide rail effect;that is,the rock mass slides along the rock bolt as if the rock bolt is a rail.The normal stress can inhibit the guide rail effect and reduce the axial force on bolts.However,this factor is not considered by the existing analysis models.Shear tests of bolted joints under different normal stresses were carried out in the laboratory.During the test,the axial force on each point monitored on the bolt was recorded by a strain gauge,and the attenuation trend of the strain was studied.An analytical model that considers the inhibition of the bolt rail effect due to an increase in the normal stress was proposed to predict the shear mechanical behaviour of rock bolted joints.The new model accommodates the bolt shear behaviours in the elastic stage and plastic stage,and the estimated values agree well with the results of the direct shear tests in the laboratory.The validation shows that the proposed model can effectively describe the deformation characteristics of the bolts in the shear tests. 展开更多
关键词 bolted rock joints shear test shear behaviour analysis model
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Visualization of pullout behaviour of geogrid in sand with emphasis on size effect of protrusive junctions 被引量:1
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作者 苗晨曦 郑俊杰 +2 位作者 章荣军 谢明星 殷建华 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第9期2121-2133,共13页
Geogrid has been extensively used in geotechnical engineering practice due to its effectiveness and economy. Deep insight into the interaction between the backfill soil and the geogrid is of great importance for prope... Geogrid has been extensively used in geotechnical engineering practice due to its effectiveness and economy. Deep insight into the interaction between the backfill soil and the geogrid is of great importance for proper design and construction of geogrid reinforced earth structures. Based on the calibrated model of sand and geogrid, a series of numerical pullout tests are conducted using PFC^(3D) under special considerations of particle angularity and aperture geometry of the geogrid. In this work, interface characteristics regarding the displacement and contact force developed among particles and the deformation and force distribution along the geogrid are all visualized with PFC^(3D) simulations so that new understanding on how geogrid-soil interaction develops under pullout loads can be obtained. Meanwhile, a new variable named fabric anisotropy coefficient is introduced to evaluate the inherent relationship between macroscopic strength and microscopic fabric anisotropy. A correlation analysis is adopted to compare the accuracy between the newly-proposed coefficient and the most commonly used one. Furthermore, additional pullout tests on geogrid with four different joint protrusion heights have been conducted to investigate what extent and how vertical reinforcement elements may result in reinforcement effects from perspectives of bearing resistance contribution, energy dissipation, as well as volumetric response. Numerical results show that both the magnitude and the directional variation of normal contact forces govern the development of macroscopic strength and the reinforcing effects of joint protrusion height can be attributed to the accelerated energy dissipation across the particle assembly and the intensive mobilization of the geogrid. 展开更多
关键词 GEOGRID pullout behaviour discrete element method (DEM) joint protrusion fabric anisotropy energy dissipation
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Effect of T6I6 treatment on dynamic mechanical behaviour of Al-Si-Mg-Cu cast alloy and impact resistance of its cast motor shell 被引量:1
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作者 CHEN Yu-qiang XU Jia-bei +6 位作者 PAN Su-ping LI Ning-bo OU Chen-gui LIU Wen-hui SONG Yu-feng TAN Xin-rong LIU Yang 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第3期924-936,共13页
The effect of T6I6 treatment on the dynamic mechanical and microstructure behaviour of Al-Si-Mg-Cu cast alloy was investigated using split Hopkinson pressure bar(SHPB), transmission electron microscopy(TEM), and highr... The effect of T6I6 treatment on the dynamic mechanical and microstructure behaviour of Al-Si-Mg-Cu cast alloy was investigated using split Hopkinson pressure bar(SHPB), transmission electron microscopy(TEM), and highresolution transmission electron microscopy(HRTEM). Besides, the impact resistances of T6I6 and T6 motor shells of new energy vehicles made of Al-Si-Mg-Cu cast alloy were compared using a trolley crash test. The results indicated that the main strengthening-phases of the T6 peak-aged and T6I6 peak-aged alloy were GP zone and β″ precipitates. T6I6treatment can increase the density and size of β″ precipitates in peak-aged alloy and enhance both its tensile strength(σb)and elongation(δ). The dynamic toughness values of T6I6 samples are 50.34 MJ/m^(3) at 2000 s^(-1) and 177.34 MJ/m^(3) at 5000 s^(-1) which are 20% and 12% higher than those of T6 samples, respectively. Compared with a T6 shell, the overall deformation of T6I6 shell is more uniform during the crash test. At an impact momentum of 3.5×10;kg·m/s, the T6I6shell breaks down at 0.38 s which is 0.10 s later than the T6 shell. 展开更多
关键词 Al-Si-Mg-Cu cast alloy motor shells T6I6 treatment dynamic mechanical behaviour impact resistance
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Fatigue behaviour of welded joints assembled by longitudinal corrugated plates 被引量:2
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作者 王志宇 王清远 +1 位作者 刘永杰 孙美 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2752-2760,共9页
Fatigue is usually the cause for the cracks identified at bridge elements in service. With an increase in the introduction of corrugated steel web girders in recent highway bridge construction, the understanding of th... Fatigue is usually the cause for the cracks identified at bridge elements in service. With an increase in the introduction of corrugated steel web girders in recent highway bridge construction, the understanding of the fatigue behaviour of welded details in such structures becomes an important issue for the design. The typical welded details were represented as welded joints assembled by longitudinal corrugated plates. All the experiments were performed under fatigue loading using a servo-control testing machine. The test results from the failure mode observation with the aid of infrared thermo-graph technology show that the failure manner of these welded joints is comparable to that of the corrugated steel web beams reported previously. It is indicated from the stiffness degradation analysis that the welded joints with larger corrugation angle have higher stiffness and greater stiffness degradation in the notable stiffness degradation range. It is shown from the test S-N relations based on the free regression and forced regression analyses that there is a good linear dependence between lg(N) and lg(ΔS). It is also demonstrated that the proposed fracture mechanics analytical model is able to give a prediction slightly lower but on the safe side for the mean stresses at 2 million cycles of the test welded joints. 展开更多
关键词 corrugated web fatigue behaviour S-N relation stiffness degradation fracture mechanics
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Phenomenological modelling of flow behaviour of 20MnMoNi55 reactor pressure vessel steel at cryogenic temperature with different strain rates
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作者 Swagatam Paul Partha Dey +3 位作者 Snehasish Bhattacharjee Sanjib Kumar Acharyya Prasanta Sahoo Jayanta Chattopadhyay 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2019年第3期326-337,共12页
In the present study a phenomenological constitutive model is developed to describe the flow behaviour of 20MnMoNi55 low carbon reactor pressure vessel (RPV) steel at sub-zero temperature under different strain rates.... In the present study a phenomenological constitutive model is developed to describe the flow behaviour of 20MnMoNi55 low carbon reactor pressure vessel (RPV) steel at sub-zero temperature under different strain rates. A set of uniaxial tensile tests is done with the variation of strain rates and temperature ranging from 10^-4s^-1 to 10^-1s^-1 and -80℃ to 140℃ respectively. From the experimental data, family of flow curves at different temperatures and strain rates are generated and fitted exponentially. The strain rate and temperature dependence of the coefficients of the exponential flow curves are extracted from these curves and characterised through a general phenomenological constitutive coupled equation. The coefficients of this coupled equation are optimised using genetic algorithm. Finite element simulation of tensile tests at different strain rates and temperatures are done using this coupled equation in material model of Abaqus FEA software and validated with experimental results. The novelties of proposed model are:(a) it can predict precisely the flow behaviour of tensile tests (b) it is a simple form of equation where fitting parameters are both function of strain rate ratio and temperature ratio,(c) it has ability to characterize flow behaviour with decreasing subzero temperatures and increasing strain rates. 展开更多
关键词 Flow behaviour RPV steel CRYOGENIC temperature STRAIN RATE
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The Studies on the Grunting of Sows during Nursing and the Sucking Behaviour of Piglets
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作者 LIJiang-hong BAOJun 《Journal of Northeast Agricultural University(English Edition)》 CAS 2000年第2期87-100,共14页
Two experiments were carried out to study the grunting of sows during nursing and the sucking behaviour of piglets. In experimental Ⅰ,six Yorkshire sows and their litters were observed and managed in farrowing crate... Two experiments were carried out to study the grunting of sows during nursing and the sucking behaviour of piglets. In experimental Ⅰ,six Yorkshire sows and their litters were observed and managed in farrowing crates.In experimental Ⅱ,six Harbin White sows and their litters were selected and housed in farrowing pens.The behaviours and activities of the sows during nursing and the activities of piglets during sucking were recorded with a portable video camera(Panasonic NV-VX22EN) The results showed that the characteristic patterns of grunting by the sows consist of an initial period of rhythmic grunting at a fairly constant rate and followed by a period of more rapid grunting,and then a decline in grunting rate toward the completion of nursing.The pattern of vocalization showed by the mothers bears a reliable synchronization to the sucking behaviour of the piglets.The rate of grunting varied little during jostling for teat and nosing the udder.The beginning of slow sucking usually occurred during or just after the increase in grunt rate.The rapid sucking began 15~25 seconds after the period of most rapid grunting,following the decrease of grunt rate.afterwards the nursing ended.There were individualities found in sows'grunting patterns. It is found that vocalizations attracted the piglets to the sows and synchronized sucking activities of piglets,but the results indicated that the premassaging time and numbers of piglets engaging massaging influenced the grunting pattern and the onset of the milk ejection.As more piglets were involved the massaging,the higher the grunting rate peak,the faster the milk ejection. 展开更多
关键词 SOW PIGLET grunting SUCKING behaviour
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Numerical investigation of dynamic interaction with projectile and harmonic behaviour for T-finned machine gun barrels
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作者 Ekansh Chaturvedi 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2020年第2期460-469,共10页
Machine gun barrels differ from their rifle counterparts in terms of profile.To support high rates of sustained fire,machine gun barrels are made thicker in order to dissipate more heat and maintain their flexural rig... Machine gun barrels differ from their rifle counterparts in terms of profile.To support high rates of sustained fire,machine gun barrels are made thicker in order to dissipate more heat and maintain their flexural rigidity and thus accuracy,but on other hand they also contribute in weight addition to weapon.This investigation deals with comparison between a conventional machine gun barrel and an improved innovative design having T-fins,both having same weight and chambered in 5.56×45 NATO ammunition,to compare their structural and harmonic characteristics which were parameterized by factors such as modal spectrum,directional deformation at muzzle ends during a single shot fire and harmonic behaviour at corresponding range of exciting frequencies.The solid models of both the barrels having same weight,were created using Solidworks.The continuous input data functions were generated by MATLAB using the field tested discreet data points.The generated velocity-distance functions were converted into time dependent functions using integration algorithms to calculate transient parameters such as time steps,excitation frequency range,angle of rotation of projectile and its angular velocity.The dynamic condition simulated the varying nature of forces due to eccentricity in projectile and this data was fed to a time step study using ANSYS transient structural work bench followed by modal and harmonic analysis.The results showed a significant reduction in muzzle end deformation which thus proved that the T-finned barrel,although had same weight as that of the conventional one,but had better structural and harmonic characteristics,and hence it would inherit better firing accuracy. 展开更多
关键词 FSHP Machine GUNS Pseudo-I section Second order mesh Transient behaviour
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Corelation Between Single Nucleotide Polymorphisms in Mu Opioid Receptor Exon 2 and Stereotypic Behaviour in Sows
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作者 LI Jianhong BAO Jun CUI Weiguo 《Journal of Northeast Agricultural University(English Edition)》 CAS 2008年第4期20-27,共8页
Three breeds of sows were observed to investigate the relationship between Single Nucleotide Polymorphisms(SNPs) in Mu Opioid Receptor(MOR)and stereotypic behaviour,such as,sham-chewing,bar biting and standing sti... Three breeds of sows were observed to investigate the relationship between Single Nucleotide Polymorphisms(SNPs) in Mu Opioid Receptor(MOR)and stereotypic behaviour,such as,sham-chewing,bar biting and standing still in order to better understand the mechanism of stereotypic development of the animals in restrained conditions.MOR exon 2 partial sequences were amplified to analyze single nucleotide polymorphisms by PCR-SSCP.One SNP,a silence mutant was found.A significant difference (P〈0.01)was found in the frequency of genotypes in these 3 breeds where only the BB genotype,which was identical to that published in GenBank,was found in the Duroc breed,while no AA genotype was found in Landrace,3 genotypes AA,BB and AB were found in Yorkshire.The result also indicated that the individuals with AA and AB genotypes tended to be more active in sham-chewing than those with the BB genotype(P〈0.05).The overall results of this study suggested that sham-chewing of sows may be subjected to both genetic control and environmental conditions,but activity level was more likely to be affected by their environment.We can putatively draw the conclusion that MOR gene has effect on the sham-chewing behavioral traits of sow. 展开更多
关键词 Mu Opioid Receptor(MOR) Single Nucleotide Polymorphism(SNP) stereotypic behaviour SOWS
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Concurrent Suppression of GABAergic and Glutamatergic Signalling Is Involved in Methcathinone-induced Addictive Behaviour in Zebrafish:Insights from Transcriptomic Profiling
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作者 QIAN Song ZHU Si-Si +4 位作者 QI Xin JIANG Ling-Xia XIE Song-Xu CHEN Chao-Yue WANG Bin-Jie 《中国生物化学与分子生物学报》 2026年第4期678-687,I0067,共11页
Methcathinone,a widely abused synthetic cathinone,poses a significant public health risk because of its severe neurotoxicity and high addictive potential.In this study,we used a zebrafish model to investigate the mech... Methcathinone,a widely abused synthetic cathinone,poses a significant public health risk because of its severe neurotoxicity and high addictive potential.In this study,we used a zebrafish model to investigate the mechanisms underlying its neurobehavioural effects.Methcathinone exposure reduced larval survival and induced a range of abnormal behaviours.Most notably,conditioned place preference(CPP)tests demonstrated the potent rewarding properties of methcathinone,as shown by a significant 22.2%increase in time spent in the drug-paired light zone compared with baseline(P<0.01).Transcriptomic analysis of brain tissue revealed systemic disruption of the neuroactive ligand-receptor interaction pathway.Gene set enrichment analysis(GSEA)further revealed significant suppression ofγ-aminobutyric acid(GABA)signalling(NES=-1.64,P<0.05)and glutamate receptor signalling,including ionotropic and AMPA receptor signalling(P<0.05).Quantitative PCR validation confirmed the marked downregulation of key genes involved in these pathways:the mRNA expression of GABAergic receptors(e.g.,gabra 1 and gabra 2),glutamatergic receptors(e.g.,gria 2 and grin2B),and the dopamine transporter slc6a3 decreased by 67.0%to 97.9%(all P<0.01).These results suggest that methcathinone drives reward-seeking behaviour through a synergistic dual-target mechanism;specifically,the concurrent suppression of GABAergic inhibition and slc6a3-mediated reuptake likely facilitates dopaminergic hyperactivity,whereas the downregulation of glutamate receptors reflects a homeostatic response to overstimulation.Our findings provide novel mechanistic insight into the development of methcathinone use disorder in humans. 展开更多
关键词 methcathinone(MC) addictive behaviour transcriptomic GABAergic glutamatergic zebrafish
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工作时间对劳动者体育锻炼参与行为的影响
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作者 许文鑫 钟华梅 《上海体育大学学报》 北大核心 2026年第6期80-93,共14页
在实施全民健身国家战略广泛开展全民健身活动的时代背景下,工作忙碌制约着劳动者参与体育锻炼,加剧了劳动者健康损耗。基于中国家庭追踪调查数据,采用Probit模型、Tobit模型探讨工作时间对劳动者体育锻炼参与行为的影响。发现:工作时... 在实施全民健身国家战略广泛开展全民健身活动的时代背景下,工作忙碌制约着劳动者参与体育锻炼,加剧了劳动者健康损耗。基于中国家庭追踪调查数据,采用Probit模型、Tobit模型探讨工作时间对劳动者体育锻炼参与行为的影响。发现:工作时间增加显著降低了劳动者体育锻炼的参与概率并减少了参与时间。但工作时间与劳动者体育锻炼参与概率及体育锻炼参与时间存在“倒U型”关系。工作时间增加对劳动者体育锻炼参与时间的影响不存在收入促进效应,且时间替代效应的主导作用导致工作时间增加显著减少了劳动者体育锻炼的参与时间。异质性分析表明,工作时间增加对劳动者体育锻炼参与行为的影响不存在性别差异,但相比于农村和从事农业工作的劳动者,对城市和从事非农工作的劳动者体育锻炼参与行为的抑制作用明显。据此,提出出台相关法律法规保障超时工作劳动者体育锻炼权益、关注劳动者时间成本优化体育服务供给、采用弹性工作制度减轻劳动者工作负担及强度等建议。 展开更多
关键词 工作时间 劳动者 体育锻炼 参与行为
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500 MPa级低合金高强钢组织与拉伸行为的各向异性研究
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作者 王朝斌 穆振凯 +6 位作者 张士杰 聂强胜 安方亮 姜军 王硕康 刘石双 周纪名 《材料导报》 北大核心 2026年第3期213-219,共7页
本工作主要研究了汽车结构件用500 MPa级低合金高强钢组织和拉伸行为的各向异性。利用扫描电子显微镜、拉伸试验机等设备研究了CR500LA合金与轧制方向分别成0°、45°和90°试样的组织、织构、拉伸性能和断裂行为,采用Hill... 本工作主要研究了汽车结构件用500 MPa级低合金高强钢组织和拉伸行为的各向异性。利用扫描电子显微镜、拉伸试验机等设备研究了CR500LA合金与轧制方向分别成0°、45°和90°试样的组织、织构、拉伸性能和断裂行为,采用Hill48-σ、Hill48-r和Yld2000-2d屈服准则对CR500LA合金的各向异性进行了预测。结果表明:合金主要由铁素体和珠光体组成,织构类型主要有{111}〈110〉、{111}〈112〉、{001}〈110〉、{112}〈110〉,其中α纤维织构{112}〈110〉占主导;随着与轧制方向夹角的增加,拉伸强度呈先下降后上升的趋势,塑性和r值呈先上升后下降的趋势;合金的各向异性主要是由织构类型和比例差异而引起;Yld2000-2d屈服模型对CR500LA合金各向异性的预测更精准;拉伸断口为典型的由大量韧窝组成的韧性断裂。 展开更多
关键词 低合金高强钢 CR500LA 显微组织 拉伸行为 各向异性
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高血压患者8年就医行为轨迹及影响因素分析
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作者 吴春香 田婕 +4 位作者 郭毅 邓波 于杰 蔡宁 沈莉 《中国全科医学》 北大核心 2026年第13期1660-1665,1681,共7页
背景 高血压已逐渐成为危害人民健康、影响人们生活质量的主要疾病,由于高血压具有病程长、并发症多、基本不可治愈等特点,患者需要长期就医。掌握高血压患者就医行为长期变化趋势及其影响因素情况,对于制订高血压精准防控策略和开展健... 背景 高血压已逐渐成为危害人民健康、影响人们生活质量的主要疾病,由于高血压具有病程长、并发症多、基本不可治愈等特点,患者需要长期就医。掌握高血压患者就医行为长期变化趋势及其影响因素情况,对于制订高血压精准防控策略和开展健康服务具有重要意义。目的 通过对社区管理的高血压患者长期就医行为进行群组轨迹拟合,掌握人群的就医行为轨迹,分析其特征和行为转变因素,为高血压防治政策提供依据。方法 选取自2014年开始在社区健康档案中有连续记录的8 922例高血压患者为研究对象,通过居民个人电子健康档案系统收集2014—2021年的就诊信息和随访管理信息,采用群组轨迹模型(GBTM)分析患者就医行为改变模式,模拟不同分组行为的转变,匹配出最佳行为轨迹模型;采用方差分析和χ^(2)检验比较不同行为轨迹之间的患者特征;以持续不规律就医组为对照组,采用多因素Logistic回归分析各轨迹组之间的影响因素。结果 共收集8 922例高血压患者的门诊就诊信息共计444 126条,GBTM拟合结果显示,将就医行为轨迹拟合为5组的模型为最佳,分别为持续规律组(39.84%)、规律缓慢下降组(25.36%)、规律U型变化组(11.43%)、规律缓慢上升组(11.86%)和持续不规律组(14.86%);5组患者性别、年龄、高血压病程、糖尿病史、脑缺血短暂发作史和高血压家族史、规律运动情况比较,差异有统计学意义(P<0.05);以持续不规律就医组为参考,性别、年龄、高血压病程、家族史、糖尿病史和短暂性脑缺血发作史都是就医规律性模式转变的影响因素(P<0.05)。女性和年龄≥75岁患者容易从持续不规律的就医行为转变为持续规律就医或者早期规律就医行为,糖尿病和短暂性脑缺血发作的患者表现为持续不规律就医行为的比值比更低;高血压病程的延长和家族史不利于就医行为模式的转变。结论 高血压患者的规律就医行为还需长期关注,坚持长期规律就医行为的患者低于40%;对于女性、≥75岁以上、伴有糖尿病或者短暂性脑缺血发作的患者,适当的管理措施容易促使规律就医行为的转变和维持;对于其他类型患者需继续开展分析研究,寻找行为转变的关键因素,促使行为转变的发生。 展开更多
关键词 高血压 就医行为 行为轨迹 规律就医 行为转变 影响因素分析
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2A70铝合金高温切向微动摩擦磨损特性研究 被引量:1
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作者 周俊豪 褚兆龙 +5 位作者 李波 赵乙光 田平华 彭金方 任愈 朱旻昊 《摩擦学学报(中英文)》 北大核心 2026年第1期137-149,共13页
高温作为影响离心叶轮服役寿命的关键因素,本文中选择离心叶轮材料2A70铝合金作为研究对象,探究了不同温度(25、100、175、250℃)下2A70铝合金微动摩擦磨损特性,主要对完全滑移区(50μm)磨痕的微观形貌、摩擦学化学状态与磨损机制进行探... 高温作为影响离心叶轮服役寿命的关键因素,本文中选择离心叶轮材料2A70铝合金作为研究对象,探究了不同温度(25、100、175、250℃)下2A70铝合金微动摩擦磨损特性,主要对完全滑移区(50μm)磨痕的微观形貌、摩擦学化学状态与磨损机制进行探讨.结果表明:在相同的载荷位移条件下,温度的上升并未使微动运行界面的运行状态改变,但对摩擦因数、摩擦耗散能及磨损机制有着显著影响.在高温工况下,2A70铝合金的材料磨损程度高于室温工况,其磨损机制为磨粒磨损、黏着磨损和氧化磨损.随着温度的升高,摩擦因数和磨损体积先增大后减小,当温度达到100℃和175℃时,材料受高温热软化影响导致其抗变形能力降低,微动磨损加剧;当温度达到250℃时,氧化磨屑层能在较低的循环次数下形成并减少摩擦副之间接触面积,在一定程度上降低了材料磨损. 展开更多
关键词 2A70铝合金 切向微动磨损 高温氧化 损伤机理 磨屑行为
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不同溶氧环境对许氏平鲉幼鱼群体行为、生长和生理的影响
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作者 张正 赵婧思 +4 位作者 田涛 于晓明 邢彬彬 殷雷明 吴忠鑫 《渔业现代化》 北大核心 2026年第1期74-83,共10页
为探究许氏平鲉(Sebastes schlegelii)幼鱼对不同溶氧环境的反应,选取平均体质量0.520±0.130g的许氏平鲉幼鱼,设置3、5、7(对照组)、10 mg/L溶氧含量处理组,试验周期28 d,观察分析了不同溶氧水平对许氏平鲉幼鱼运动行为、生长性能... 为探究许氏平鲉(Sebastes schlegelii)幼鱼对不同溶氧环境的反应,选取平均体质量0.520±0.130g的许氏平鲉幼鱼,设置3、5、7(对照组)、10 mg/L溶氧含量处理组,试验周期28 d,观察分析了不同溶氧水平对许氏平鲉幼鱼运动行为、生长性能及血液生化的影响。结果显示:随着水体溶氧含量的增加,试验鱼的自发游泳速度、个体间距离、最近邻距离显著增大(P<0.05),且均在10 mg/L溶氧水平时达到最高,凝聚力、协调性及极性逐渐减小;当水体溶氧含量不断增加时,许氏平鲉幼鱼的存活率、特定生长率、饲料转化率、肝体比及脏体比这几项指标,均表现出显著提升的趋势(P<0.05),且均在10 mg/L组时达到最大;随着水体溶氧含量的增加,鱼体血液中总蛋白、总胆固醇、甘油三酯含量逐渐升高;葡萄糖、谷丙转氨酶含量先降低后持续稳定;谷草转氨酶含量先降低后升高。结果表明,低氧胁迫会影响许氏平鲉的行为以及生理指标,并造成许氏平鲉生长缓慢。 展开更多
关键词 溶氧 许氏平鲉 生长 群体行为 生理
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药学实践研究常用行为理论及模型的范围综述
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作者 蒋文婷 施爱明 +3 位作者 陆浩 高雯 张宏亮 潘杰 《医药导报》 北大核心 2026年第3期481-488,共8页
目的系统梳理行为理论和模型在药学实践研究中的应用现状,总结其应用特点、作用与价值。方法采用范围综述法,检索Web of Science、PubMed、Embase、Cochrane Library及中国知网、万方数据库、维普中文科技期刊数据库、中国生物医学数据... 目的系统梳理行为理论和模型在药学实践研究中的应用现状,总结其应用特点、作用与价值。方法采用范围综述法,检索Web of Science、PubMed、Embase、Cochrane Library及中国知网、万方数据库、维普中文科技期刊数据库、中国生物医学数据库中所有使用行为理论或模型的药学实践相关文章,检索期限为建库至2025年3月31日。由2名研究者独立对纳入的文献数据进行汇总、筛选、归类及分析。结果共检索到文献1669篇,最终纳入110篇。通过文献分析,提取出药学实践中5个高频使用理论模型,依次为计划行为理论(TPB)、跨理论模型(TTM)、行为改变理论(COM-B)、健康信念模型(HBM)、社会认知理论(SCT),国内外药学实践研究常用理论模型及围绕主题存在一定差异。大多数研究采用单一理论模型,国内外最常见的组合分别是TPB与TTM、COM-B与理论领域框架(TDF)。研究多属于英国医学研究委员会(UK MRC)复杂干预研究框架中的前2个阶段。国外研究人员主要为药学人员及卫生管理部门,而我国主要为护理人员,其次为药学人员。结论我国药学实践研究尚处于起步阶段,有必要借鉴国际经验,明确研究问题并选择合适的理论模型,提高药学服务有效性和可持续性的同时提高研究的科学性和实用性,推动国内药学实践研究的发展。 展开更多
关键词 药学实践研究 行为理论 模型 范围综述法
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浸水深度对煤岩力学损伤行为的影响及多尺度失稳机制研究
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作者 陈光波 郑绍黄 +8 位作者 张俊文 李谭 王二雨 王创业 刘业娇 曹健 张国华 唐薇 高宁 《采矿与岩层控制工程学报》 北大核心 2026年第1期121-143,共23页
大水矿山或富水开采条件下,不同浸水深度环境中煤岩体力学性质严重劣化,影响着煤岩系统的安全稳定。为探讨在不同浸水深度下煤岩力学性质及损伤特征,以典型的煤、砂岩和页岩为研究对象,开展0、20、40、60、80、100 mm等6种不同浸水深度... 大水矿山或富水开采条件下,不同浸水深度环境中煤岩体力学性质严重劣化,影响着煤岩系统的安全稳定。为探讨在不同浸水深度下煤岩力学性质及损伤特征,以典型的煤、砂岩和页岩为研究对象,开展0、20、40、60、80、100 mm等6种不同浸水深度下的轴向压缩和声发射试验,分析其力学损伤及失稳机制。研究结果表明:①随浸水深度的增加,煤岩弹性模量、损伤应力和抗压强度逐渐降低,煤岩弹性模量、抗压强度劣化度显著增加,在浸水0~20 mm阶段劣化效应最大。②随浸水深度的增加,声发射累计振铃计数和峰值振铃计数逐渐减少;累计能量受浸水深度影响逐渐降低。③基于声发射RA-AF,不同浸水深度砂岩试样张拉裂纹与剪切裂纹共存,随浸水深度的增加,张拉裂纹占比逐渐增大,剪切裂纹占比逐渐减小。④基于声发射构建煤岩损伤演化模型,从应力–应变曲线、损伤效应、抗压强度三方面进行损伤模型合理性验证。煤岩损伤演化过程可划分为损伤初始阶段、损伤发展阶段和损伤加速阶段,随浸水深度的增加,煤岩损伤变量增加。⑤从“微观–细观–宏观”阐明浸水煤岩多尺度失稳破坏机制:浸水作用下煤岩内部矿物颗粒被溶蚀,矿物颗粒体积减小,载荷作用下矿物颗粒发生微断裂、大断裂、全断裂,煤岩内部萌生新的裂纹并扩展、贯通,宏观上出现裂纹,煤岩失稳破坏。该研究可为浸水深度影响下工程煤岩体的安全稳定、防治及评价提供有益参考。 展开更多
关键词 浸水深度 力学行为 声发射 损伤模型 失稳机制
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基于油水界面行为解析肌原纤维蛋白基乳液稳定机制及其在食品中的应用进展
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作者 陈玉峰 杨方东 +6 位作者 洪晴雨 程威威 郑雅丹 史慧茹 周绪霞 丁玉庭 刘书来 《食品与发酵工业》 北大核心 2026年第1期387-398,共12页
肌原纤维蛋白(myofibrillar protein,MP)是肉类蛋白的主要成分,其两亲性是构建乳液体系的良好材料。然而,MP乳液受限于离子强度和结构特性,易发生絮凝和聚集。因此,改善MP油水界面特性尤为重要。尽管不同改性方法已被用于改善MP的油水... 肌原纤维蛋白(myofibrillar protein,MP)是肉类蛋白的主要成分,其两亲性是构建乳液体系的良好材料。然而,MP乳液受限于离子强度和结构特性,易发生絮凝和聚集。因此,改善MP油水界面特性尤为重要。尽管不同改性方法已被用于改善MP的油水界面特性,但尚未形成全面总结,且关于MP基乳液的油水界面稳定性机制仍需进一步系统综述。该文全面总结了MP油水界面特性改善方法(物理法、化学法和物理化学联合法)。详细综述了单独MP、MP-多酚和MP-多糖稳定的Pickering乳液和乳液凝胶,以及单独MP稳定的纳米乳液在油水界面稳定机制,并介绍了MP基乳液在食品工业中的应用,以期为开发更稳定和多功能应用的MP乳液提供参考。 展开更多
关键词 肌原纤维蛋白 改性技术 稳定性 油水界面行为 食品工业
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冷弯薄壁型钢六肢拼合截面柱轴压性能研究
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作者 赵阳 聂少锋 +3 位作者 周天华 刘向斌 桑刘睿 王旭东 《建筑科学与工程学报》 北大核心 2026年第2期42-50,共9页
为研究冷弯薄壁型钢六肢拼合截面柱的轴压性能,对12根六肢拼合截面冷弯薄壁型钢柱进行轴压试验研究,得到了试件的荷载-轴向位移曲线、荷载-柱中挠度曲线、荷载-应变曲线和极限承载力,并分析了试件的屈曲模式和破坏模式。利用有限元分析... 为研究冷弯薄壁型钢六肢拼合截面柱的轴压性能,对12根六肢拼合截面冷弯薄壁型钢柱进行轴压试验研究,得到了试件的荷载-轴向位移曲线、荷载-柱中挠度曲线、荷载-应变曲线和极限承载力,并分析了试件的屈曲模式和破坏模式。利用有限元分析软件ANSYS建立六肢拼合柱的精细化有限元模型,并以此为基础开展系统性研究,探究长细比、腹板高厚比等参数对拼合柱力学性能的影响规律。结果表明:轴压短柱试件的屈曲模式主要为局部-畸变相关屈曲,轴压长柱试件的主要破坏模式为局部-畸变-整体相关屈曲;拼合柱试件的极限承载力与刚度均随其长细比及腹板高厚比的增大而减小;当长细比从18.0增至216.7(90系列)及从12.4增至221.1(140系列)时,极限承载力分别下降81.76%与82.71%;腹板高厚比由46.0增至115.0(90系列)及由71.5增至178.8(140系列)时,不同长度试件的承载力降幅达63.0%~88.0%。 展开更多
关键词 冷弯薄壁型钢 六肢拼合柱 试验研究 轴压性能
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