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Temperature dependence of mode coupling effect in piezoelectric vibrator made of[001]c-poled Mn-doped 0.24PIN-0.46PMN-0.30PT ternary single crystals with high electromechanical coupling factor
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作者 Nai-Xing Huang En-Wei Sun +4 位作者 Rui Zhang Bin Yang Jian Liu Tian-Quan Lv Wen-Wu Cao 《Chinese Physics B》 SCIE EI CAS CSCD 2020年第7期363-368,共6页
The influence of temperature on mode coupling effect in piezoelectric vibrators remains unclear.In this work,we discuss the influence of temperature on two-dimensional(2D)mode coupling effect and electromechanical cou... The influence of temperature on mode coupling effect in piezoelectric vibrators remains unclear.In this work,we discuss the influence of temperature on two-dimensional(2D)mode coupling effect and electromechanical coupling coefficient of cylindrical[001]c-poled Mn-doped 0.24PIN-0.46PMN-0.30PT piezoelectric single-crystal vibrator with an arbitrary configuration ratio.The electromechanical coupling coefficient kt decreases with temperature increasing,whereas k33 is largely invariant in a temperature range of 25℃-55℃.With the increase of temperature,the shift in the‘mode dividing point’increases the scale of the poling direction of the piezoelectric vibrator.The temperature has little effect on coupling constantΓ.At a given temperature,the coupling constantΓof the cylindrical vibrator is slightly greater than that of the rectangular vibrator.When the temperature changes,the applicability index(M)values of the two piezoelectric vibrators are close to 1,indicating that the coupling theory can be applied to piezoelectric vibrators made of late-model piezoelectric single crystals. 展开更多
关键词 mode coupling effect piezoelectric vibrator piezoelectric single crystal temperature dependence
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Thermomechanical failure analysis of sandstone subjected to high ground temperature
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作者 Yan Zhang Chunchi Ma +4 位作者 Minglang Zou Tianbin Li Peng Zeng Yuemao Zhao Hongzhuo Fan 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第6期3524-3545,共22页
The temperature effect of rock failure has primarily focused on high temperature and large temperature gradients.However,the temperature range of engineered rocks in high ground temperature tunnel is generally within ... The temperature effect of rock failure has primarily focused on high temperature and large temperature gradients.However,the temperature range of engineered rocks in high ground temperature tunnel is generally within 100℃.For this,this study conducts real-time thermomechanical coupling tests with small temperature gradient within the engineering temperature.We analyzed rock mechanical parameter,rock failure characteristics,and acoustic emission(AE)and energy characteristics.The results indicate that the strength,peak strain,elastic modulus,and peak energy storage of sandstone decrease with increasing temperature.The peak AE count of sandstone in triaxial test at high temperature decreases with increasing temperature.The RA(Rising time/Amplitude)and AF(Average frequency)parameters associated with the AE signals indicate that the shear and tensile cracks are produced almost simultaneously throughout the rock failure process with increasing temperature.The PFC(particle flow code)simulation results show that the crack number of PBM(parallel bond model)specimen at high σ_(3) is significantly higher than that at low σ_(3) and the cracks number difference under high and low σ_(3) also rises as the temperature increases.Finally,the strength attenuation characteristics are explained by the competition and coupling action of temperature and σ_(3).This paper provides theoretical insights into rock failure mechanisms under thermomechanical coupling related to underground engineering. 展开更多
关键词 temperature effect Thermomechanical coupling Triaxial compression test Acoustic emission Energy characteristic Engineering temperature
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Tidal effects on temperature iront in the Yellow Sea 被引量:6
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作者 马建 乔方利 +1 位作者 夏长水 杨永增 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2004年第3期314-321,共8页
Temperature front (TF) is one of the important features in the Yellow Sea, which forms in spring,thrives in summer, and fades in autumn as thermocline declines. TF intensity |ST| is defined to describe the distributio... Temperature front (TF) is one of the important features in the Yellow Sea, which forms in spring,thrives in summer, and fades in autumn as thermocline declines. TF intensity |ST| is defined to describe the distribution of TF. Based on the MASNUM wave-tide-circulation coupled model, temperature distribution in the Yellow Sea was simulated with and without tidal effects. Along 36°N, distribution of TF from the simulated results are compared with the observations, and a quantitative analysis is introduced to evaluate the tidal effects on the forming and maintaining processes of the TF. Tidal mixing and the circulation structure adapting to it are the main causes of the TF. 展开更多
关键词 temperature front tidal effects tidal mixing wave-tide-circulation coupled model Yellow Sea Cold Water Mass
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Dynamic thermo-mechanical responses of road-soft ground system under vehicle load and daily temperature variation
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作者 Chuxuan Tang Jie Liu +3 位作者 Zheng Lu Yang Zhao Jing Zhang Yinuo Feng 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第5期1722-1731,共10页
A complete road-soft ground model is established in this paper to study the dynamic responses caused by vehicle loads and/or daily temperature variation.A dynamic thermo-elastic model is applied to capturing the behav... A complete road-soft ground model is established in this paper to study the dynamic responses caused by vehicle loads and/or daily temperature variation.A dynamic thermo-elastic model is applied to capturing the behavior of the rigid pavement,the base course,and the subgrade,while the soft ground is characterized using a dynamic thermo-poroelastic model.Solutions to the road-soft ground system are derived in the Laplace-Hankel transform domain.The time domain solutions are obtained using an integration approach.The temperature,thermal stress,pore water pressure,and displacement responses caused by the vehicle load and the daily temperature variation are presented.Results show that obvious temperature change mainly exists within 0.3 m of the road when subjected to the daily temperature variation,whereas the stress responses can still be found in deeper places because of the thermal swelling/shrinkage deformation within the upper road structures.Moreover,it is important to consider the coupling effects of the vehicle load and the daily temperature variation when calculating the dynamic responses inside the road-soft ground system. 展开更多
关键词 Dynamic response Vehicle load Daily temperature variation Thermo-poroelastic medium coupling effects
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Evaluation of a gate-first process for AlGaN/GaN metal-oxide-semiconductor heterostructure field-effect transistors with low ohmic annealing temperature 被引量:1
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作者 李柳暗 张家琦 +1 位作者 刘扬 敖金平 《Chinese Physics B》 SCIE EI CAS CSCD 2016年第3期445-447,共3页
In this paper, TiN/A1Ox gated A1GaN/GaN metal-oxide-semiconductor heterostructure field-effect transistors (MOS- HFETs) were fabricated for gate-first process evaluation. By employing a low temperature ohmic process... In this paper, TiN/A1Ox gated A1GaN/GaN metal-oxide-semiconductor heterostructure field-effect transistors (MOS- HFETs) were fabricated for gate-first process evaluation. By employing a low temperature ohmic process, ohmic contact can be obtained by annealing at 600 ℃ with the contact resistance approximately 1.6 Ω.mm. The ohmic annealing process also acts as a post-deposition annealing on the oxide film, resulting in good device performance. Those results demonstrated that the TiN/A1Ox gated MOS-HFETs with low temperature ohmic process can be applied for self-aligned gate AIGaN/GaN MOS-HFETs. 展开更多
关键词 metal-oxide-semiconductor heterostructure field-effect transistors low temperature ohmic pro-cess inductively coupled plasma
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Understanding the Temperature Effect on Carbon-Carbon Coupling during CO_(2)and CO Electroreduction in Zero-Gap Electrolyzers
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作者 Mengjiao Zhuansun Xuan Wang +1 位作者 Wenzhi Teng Yuhang Wang 《Chinese Journal of Chemistry》 SCIE CAS CSCD 2024年第22期2705-2711,共7页
Cu-catalyzed electrochemical CO_(2)reduction reaction(CO_(2)RR)and CO reduction reaction(CORR)are of great interest due to their potential to produce carbon-neutral and value-added multicarbon(C_(2+))chemicals.In prac... Cu-catalyzed electrochemical CO_(2)reduction reaction(CO_(2)RR)and CO reduction reaction(CORR)are of great interest due to their potential to produce carbon-neutral and value-added multicarbon(C_(2+))chemicals.In practice,CO_(2)RR and CORR are typically operated at industrially relevant current densities,making the process exothermal.Although the increased operation temperature is known to affect the performance of CO_(2)RR and CORR,the relationship between temperatures and kinetic parameters was not clearly elaborated,particularly in zero-gap reactors.In this study,we detail the effect of the temperature on Cu-catalyzed CO_(2)RR and CORR.Our electrochemical and operando spectroscopic studies show that high temperatures increase the activity of CO_(2)RR to CO and CORR to C_(2)H_(4) by enhancing the mass transfer of CO_(2)and CO.As the rates of these two processes are highly influenced by reactant diffusion,elevating the operating temperature results in high local CO_(2)and CO availability to accelerate product formation.Consequently,the ^(*)CO coverage in both cases increases at higher temperatures.However,under CO_(2)RR conditions,^(*)CO desorption is more favorable than carbon-carbon(C—C)coupling thermodynamically at high temperatures,causing the reduction in the Faradaic efficiency(FE)of C_(2)H_(4).In CORR,the high-temperature-augmented CO diffusion overcomes the unfavorable adsorption thermodynamics,increasing the probability of C—C coupling. 展开更多
关键词 Zero-gap electrolyzers CO_(2)and CO reduction temperature effect SELECTIVITY C-C coupling ADSORPTION
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Temperature sensor based on polymer thin film optical waveguide
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作者 王龙德 张彤 +2 位作者 张晓阳 李若舟 汪鲁宁 《Journal of Southeast University(English Edition)》 EI CAS 2013年第2期152-157,共6页
Based on attenuated total reflection (ATR) and thermo-optic effect, the polymeric thin film planar optical waveguide is used as the temperature sensor, and the factors influencing the sensitivity of the temperature ... Based on attenuated total reflection (ATR) and thermo-optic effect, the polymeric thin film planar optical waveguide is used as the temperature sensor, and the factors influencing the sensitivity of the temperature sensor are comprehensively analyzed. Combined with theoretical analysis and experimental investigation, the sensitivity of the temperature sensor is related to the thicknesses of the upper cladding layer, the waveguide layer, the optical loss of the polymer material and the guided wave modes. The results show that the slope value about reflectivity and temperature, which stands for the sensitivity of the polymer thin film temperature sensor, is associated with the waveguide film thickness and the guided wave modes, and the slope value is the highest in the zero reflectance of a certain transverse electric (TE) mode. To improve the sensitivity of the temperature sensor, the sensor's working incident light exterior angle α should be chosen under a certain TE mode with the reflectivity to be zero. This temperature sensor is characterized by high sensitivity and simple structure and it is easily fabricated. 展开更多
关键词 temperature sensor planar optical waveguide guided wave mode thermo-optic effect prism coupling
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Abnormality of Magnetic Behavior and Resistivity of La_(0.7-x)Dy_x Sr_(0.3)MnO_3 (0.00≤x≤0.30)System at Low Temperature
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作者 刘宁 徐素军 +1 位作者 童伟 严国清 《Chinese Journal of Chemical Physics》 SCIE CAS CSCD 北大核心 2006年第2期173-177,共5页
By measuring M-T curves, ρ-T curves and MR-T curves of the samples under different temperatures, the influence of Dy doping (0.00 ≤ x ≤0.30) on the magnetic and electric properties of La0.7-xDyxSr0.3MnO3 has been... By measuring M-T curves, ρ-T curves and MR-T curves of the samples under different temperatures, the influence of Dy doping (0.00 ≤ x ≤0.30) on the magnetic and electric properties of La0.7-xDyxSr0.3MnO3 has been studied. The experimental results show that, with the increase of the Dy content, the system undergoes a transition from long range ferromagnetic order to the cluster-spin glass state and further to antiferromagnetic order. For the samples with x=0.20 and 0.30, their magnetic behaviors are abnormal at low temperature, and their resistivities at low temperature have a minimum value. These peculiar phenomena not only come from the lattice effect induced by doping, but also from extra magnetic coupling induced by doping. 展开更多
关键词 MANGANITE Abnormality of resistivity at low temperature Lattice effect Extra magnetic coupling
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Interface bond degradation and damage characteristics of full-length grouted rock bolt in tunnels with high temperature 被引量:2
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作者 Yunpeng Hu Mingming Zheng +5 位作者 Wenkai Feng Jianjun Tong Yicheng Wang Qiling Wang Kan Liu Longzhen Ye 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第10期2639-2657,共19页
Full-length grouted bolts play a crucial role in geotechnical engineering thanks to their excellent stability.However,few studies have been concerned with the degrading performance of grouted rock bolts caused by exte... Full-length grouted bolts play a crucial role in geotechnical engineering thanks to their excellent stability.However,few studies have been concerned with the degrading performance of grouted rock bolts caused by extensive and continuous heat conduction from surrounding rocks in high-geothermal tunnels buried more than 100 m(temperature from 28C to 100C).To investigate the damage mechanism,we examined the time-varying behaviors of grouted rock bolts in both constant and variable temperature curing environments and their damage due to the coupling effects of high temperature and humidity through mechanical and micro-feature tests,including uniaxial compression test,pull-out test,computed tomography(CT)scans,X-ray diffraction(XRD)test,thermogravimetric analysis(TGA),etc.,and further analyzed the relationship between grout properties and anchorage capability.In order to facilitate a rapid assessment and control of the anchorage performance of anchors in different conditions,results of the interface bond degradation tests were correlated to environment parameters based on the damage model of interfacial bond stress proposed.Accordingly,a thermal hazard classification criterion for anchorage design in high-geothermal tunnels was suggested.Based on the reported results,although high temperature accelerated the early-stage hydration reaction of grouting materials,it affected the distribution and quantity of hydration products by inhibiting hydration degree,thus causing mechanical damage to the anchorage system.There was a significant positive correlation between the strength of the grouting material and the anchoring force.Influenced by the changes in grout properties,three failure patterns of rock bolts typically existed.Applying a hot-wet curing regime results in less reduction in anchorage force compared to the hot-dry curing conditions.The findings of this study would contribute to the design and investigations of grouted rock bolts in high-geothermal tunnels. 展开更多
关键词 High-geothermal tunnels Anchoring structure coupling effect of temperature and humidity Bond degradation Interfacial damage mechanism
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Multiple internal resonances of rotating composite cylindrical shells under varying temperature fields
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作者 Yunfei LIU Jun WANG +2 位作者 Jiaxin HU Zhaoye QIN Fulei CHU 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2022年第10期1543-1554,共12页
Composite cylindrical shells,as key components,are widely employed in large rotating machines.However,due to the frequency bifurcations and dense frequency spectra caused by rotation,the nonlinear vibration usually ha... Composite cylindrical shells,as key components,are widely employed in large rotating machines.However,due to the frequency bifurcations and dense frequency spectra caused by rotation,the nonlinear vibration usually has the behavior of complex multiple internal resonances.In addition,the varying temperature fields make the responses of the system further difficult to obtain.Therefore,the multiple internal resonances of composite cylindrical shells with porosities induced by rotation with varying temperature fields are studied in this paper.Three different types of the temperature fields,the Coriolis forces,and the centrifugal force are considered here.The Hamilton principle and the modified Donnell nonlinear shell theory are used to obtain the equilibrium equations of the system,which are transformed into the ordinary differential equations(ODEs)by the multi-mode Galerkin technique.Thereafter,the pseudo-arclength continuation method,which can identify the regions of instability,is introduced to obtain the numerical results.The detailed parametric analysis of the rotating composite shells is performed.Multiple internal resonances caused by the interaction between backward and forward wave modes and the energy transfer phenomenon are detected.Besides,the nonlinear amplitude-frequency response curves are different under different temperature fields. 展开更多
关键词 multiple internal resonances rotation effect nonlinear temperature variation multi-mode Galerkin technique pseudo-arclength continuation method coupled effect
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黔西矿区软硬分层煤温度-压力耦合影响瓦斯解吸试验 被引量:1
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作者 黄良 李希建 +1 位作者 刘钰 陈守坤 《工矿自动化》 北大核心 2025年第1期156-162,170,共8页
煤层瓦斯解吸特性对矿井瓦斯涌出规律和煤层气开发有重要影响,煤层温度和压力变化对软硬分层煤瓦斯解吸有明显控制作用。贵州黔西矿区煤层大多属于高瓦斯近距离突出煤层群,软硬结合较多,且煤层透气性低。为进一步明确该地区煤层瓦斯解... 煤层瓦斯解吸特性对矿井瓦斯涌出规律和煤层气开发有重要影响,煤层温度和压力变化对软硬分层煤瓦斯解吸有明显控制作用。贵州黔西矿区煤层大多属于高瓦斯近距离突出煤层群,软硬结合较多,且煤层透气性低。为进一步明确该地区煤层瓦斯解吸特性,以贵州黔西典型矿区小屯煤矿和青龙煤矿软硬分层煤为研究对象,利用HCA型高压容量法吸附装置对软硬分层煤进行不同温度、压力下的瓦斯解吸特征试验研究,对比分析温度、压力耦合变化对软硬分层煤瓦斯解吸特征的影响。结果表明:同一煤样温度、压力越高,瓦斯解吸初速度越大,对于0~120 s内的初始瓦斯解吸,瓦斯压力不占主导作用;软分层煤初始瓦斯解吸速率大于硬分层煤,硬分层煤累计瓦斯解吸量大于软分层煤,硬分层煤累计瓦斯解吸量最快在540 s内超过软分层煤;煤体暴露后60 s内含煤瓦斯解吸量变化最剧烈,且软分层煤前60 s解吸量所占比例大于硬分层煤,解吸更“活跃”;瓦斯解吸速率随压力的增加而升高,解吸速率可划分为3个阶段,即0~60 s为“解吸爆炸期”,60~1500 s为“解吸跳跃期”,1500~7200 s为“解吸稳定期”;软分层煤中值解吸时间受温度、压力影响大于硬分层煤,软分层煤瓦斯解吸主要集中在煤炭暴露后1800 s内。 展开更多
关键词 构造煤 软硬分层 瓦斯解吸速率 瓦斯解吸量 温度-压力耦合影响
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T构梁温度和收缩徐变效应对磁浮车-轨-桥耦合振动的影响 被引量:1
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作者 娄会彬 彭也也 +3 位作者 赵春发 冯洋 魏高恒 魏凌云 《铁道建筑》 北大核心 2025年第1期93-98,共6页
T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车... T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车辆动力学模型,仿真计算了考虑T构梁温度和收缩徐变前后,磁浮车辆以20~160 km/h速度通过T构梁时车-轨-桥耦合系统的动力学响应。结果表明:考虑T构梁20℃升温温差和10年收缩徐变后,F轨轨面形成了9.47 mm的静态几何不平顺。磁浮车辆以160 km/h通过T构梁时,F轨竖向振动加速度幅值比不考虑温度、收缩徐变工况下增加显著,增幅为10.0%,轨道梁动挠度和竖向加速度变化甚微,车体竖向加速度增幅为44.2%。车-轨-桥系统动力学响应随车速增加而增大,在160 km/h时取得最大值。梁体最大竖向振动加速度为0.11 m/s^(2),车体最大竖向振动加速度为0.59 m/s~2,悬浮间隙波动幅值达2.53 mm。车辆Sperling平稳性指标随车速提高而增大,最大值为2.42,乘坐舒适性等级仍为优秀。T构梁的温度和收缩徐变主要影响车辆高速运行时的平稳性和舒适性,该T构梁能满足磁浮车辆的安全平稳运营。 展开更多
关键词 T构梁 中低速磁浮车辆 仿真计算 温度和收缩徐变效应 耦合振动
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不同冷却方式锈蚀冷弯薄壁型钢材高温后力学性能 被引量:1
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作者 吕晶 郑健龙 +2 位作者 王璐瑶 韩文超 尹豪 《哈尔滨工业大学学报》 北大核心 2025年第2期90-103,共14页
为研究冷弯薄壁型钢材料在高温和锈蚀耦合作用下力学性能变化规律,通过中性盐雾锈蚀、高温煅烧、冷却和拉伸试验,对180个经历0~60 d人工加速锈蚀和20~800℃高温煅烧后1.5 mm厚S280GD+Z型冷轧薄钢板在自然冷却和浸水冷却方式下的力学性... 为研究冷弯薄壁型钢材料在高温和锈蚀耦合作用下力学性能变化规律,通过中性盐雾锈蚀、高温煅烧、冷却和拉伸试验,对180个经历0~60 d人工加速锈蚀和20~800℃高温煅烧后1.5 mm厚S280GD+Z型冷轧薄钢板在自然冷却和浸水冷却方式下的力学性能进行了试验研究。结果表明:在锈蚀和高温耦合作用下,钢材表面特征和破坏模式受冷却方式影响较大;锈蚀率小于6%时,锈蚀对S280GD+Z钢材力学性能影响较小;受火温度低于600℃时,受火温度及冷却方式对S280GD+Z钢材屈服强度、极限强度影响不显著;在锈蚀和高温耦合作用下,受火温度大于600℃后,钢材强度退化幅度变大并且高温在对钢材强度影响中占主导地位;冷却方式对钢材伸长率影响较大,自然冷却条件下,伸长率随受火温度呈先增加后减小趋势,浸水冷却条件下,伸长率随受火温度整体呈降低趋势。建立了锈蚀与高温耦合作用下,S280GD+Z钢材力学参数与锈蚀率、受火温度之间定量关系的数学模型,基于简化的二次塑流模型建立了锈蚀与高温耦合作用下S280GD+Z钢材本构模型。 展开更多
关键词 高温 锈蚀 耦合作用 冷弯薄壁型钢 力学性能
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考虑低温与极端雪荷载耦合作用下大跨高铁站房屋盖力学性能分析 被引量:1
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作者 宋林琳 魏明阳 +3 位作者 张学明 高鹏远 张魁杰 李勇 《铁道标准设计》 北大核心 2025年第1期166-176,共11页
高铁站房钢屋盖对温度敏感且超静定次数较多,在寒区低温和积雪作用下容易造成垮塌。为探究高铁站房异形屋盖结构在低温及极端雪荷载耦合作用下的力学性能,以东北某地区高铁站房为背景,采用有限元软件ABAQUS建立屋盖模型,利用现场监测数... 高铁站房钢屋盖对温度敏感且超静定次数较多,在寒区低温和积雪作用下容易造成垮塌。为探究高铁站房异形屋盖结构在低温及极端雪荷载耦合作用下的力学性能,以东北某地区高铁站房为背景,采用有限元软件ABAQUS建立屋盖模型,利用现场监测数据验证了有限元模型的准确性。研究设计温差对屋盖结构的影响,考虑场址处近年极端低温天气频现,分析极端温差下屋盖受力。基于不同设计雪荷载分布方式,开展屋盖结构的受力分析,进而考虑寒区极端雪荷载,并探究极端雪荷载与极端温差耦合下的受力状态。结果表明:屋盖两侧弧形边缘部分杆件不同温差下应力变化显著,对温度变化较为敏感,极端温差下需要重视此区域内杆件应力变化;站房屋盖设计时,对于存在天窗的屋盖结构,应重视因天窗与周围屋面高度差而产生的不均匀雪荷载对结构内力的影响;极端雪荷载作用下,屋盖最大应力杆件接近屈服,最大竖向位移也接近规范容许值;考虑极端雪荷载与极端降温耦合相比设计雪荷载与设计温差耦合屋盖最大拉应力、最大下绕位移分别增大47.1%、50.2%,且应力已经超过钢材设计强度,在寒区大跨高铁站房钢屋盖设计时应充分考虑二者耦合的影响。 展开更多
关键词 高铁站房 屋盖 温差作用 雪荷载 耦合作用 力学性能
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K447A合金的高温动态力学性能及本构关系
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作者 黄蓉 张欣玥 +5 位作者 惠旭龙 白春玉 刘小川 牟让科 李钢 李奎 《爆炸与冲击》 北大核心 2025年第7期41-54,共14页
K447A是一种广泛用于航空发动机关键热端部件的镍基高温合金,通过在25~1 000℃温度范围内进行准静态和高应变率压缩试验,系统研究了K447A高温合金的动态力学性能,并深入剖析了温度和应变率对其塑性流动行为的影响。研究结果表明:K447A... K447A是一种广泛用于航空发动机关键热端部件的镍基高温合金,通过在25~1 000℃温度范围内进行准静态和高应变率压缩试验,系统研究了K447A高温合金的动态力学性能,并深入剖析了温度和应变率对其塑性流动行为的影响。研究结果表明:K447A合金的塑性变形过程中同时存在应变硬化、热软化和应变率强化现象。随着应变率从准静态增加到5 000 s^(-1),温度敏感指数s逐渐减小,而在800℃时,K447A合金在高应变率范围出现反常应力峰。随着温度的升高,应变率敏感因子p逐渐增大;材料内部的微观组织结构受应变率和温度耦合影响,应变率增加会导致晶粒细化,而温度升高会导致材料内部低角晶界占比减少,从而出现动态再结晶现象。基于流动应力受温度和应变率耦合影响的考虑,建立了修正的Johnson-Cook本构模型,与修正前相比,预测误差从26.36%降低到9.05%。 展开更多
关键词 K447A高温合金 率-温耦合效应 动态力学行为 本构表征
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基于内外圈温度差-游隙耦合效应的轴承服役特性研究
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作者 董艳方 延紫博 +3 位作者 邱明 孙建勇 于伟 张海 《振动与冲击》 北大核心 2025年第22期224-234,共11页
针对航空轴承高速运行中内外圈温差诱发的振动特性演化问题,研究了内外圈温差-游隙耦合效应对轴承服役特性的影响分析。基于热弹性力学理论,构建了轴承组件热变形计算模型,采用参数化三维建模技术,量化了不同温差工况下轴承径向、轴向... 针对航空轴承高速运行中内外圈温差诱发的振动特性演化问题,研究了内外圈温差-游隙耦合效应对轴承服役特性的影响分析。基于热弹性力学理论,构建了轴承组件热变形计算模型,采用参数化三维建模技术,量化了不同温差工况下轴承径向、轴向游隙的动态演变规律。通过多体动力学仿真与试验验证,系统揭示了温差-游隙耦合对轴承振动、保持架稳定性及轴承摩擦力矩的非线性影响规律。研究结果表明:内外圈温差通过影响轴承原始游隙,引发轴承振动强度非线性波动(70℃时峰值77.56 dB);中等温差60℃下轴承保持架具有最佳稳定性,摩擦力矩呈“双峰一谷”极值响应(最大降幅24.9%),轴承游隙的优化设计需平衡三者之间非线性耦合效应。研究结论为航空轴承的结构优化设计及热致振动抑制提供了理论依据与工程实践指导。 展开更多
关键词 温度差-游隙耦合效应 热变形 内外圈温差 振动特性 游隙设计
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薄膜屈服强度与弹性模量的应变率-温度耦合模型的构建
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作者 张贵鹏 付志强 +2 位作者 刘昊喆 赵忠健 赵通 《印刷与数字媒体技术研究》 北大核心 2025年第5期306-315,368,共11页
为了研究温度和应变率对薄膜屈服强度与弹性模量耦合影响,本研究在拉伸速率为100~500mm/min下和温度为-20~60℃的条件下,利用万能材料试验机对聚乙烯/尼龙/聚乙烯(PE/PA/PE)薄膜试样进行单轴拉伸试验,通过指数函数对PE/PA/PE薄膜的应变... 为了研究温度和应变率对薄膜屈服强度与弹性模量耦合影响,本研究在拉伸速率为100~500mm/min下和温度为-20~60℃的条件下,利用万能材料试验机对聚乙烯/尼龙/聚乙烯(PE/PA/PE)薄膜试样进行单轴拉伸试验,通过指数函数对PE/PA/PE薄膜的应变率(0.033~0.1665s^(-1))、温度(-20~60℃)进行耦合模型构建,获得了不同温度和不同应变率下PE/PA/PE薄膜的应力-应变曲线,并将模型在单层聚乙烯(PE)与5层聚乙烯/尼龙/聚乙烯/尼龙/聚乙烯(PE/PA/PE/PA/PE)薄膜进行仿真验证及应用。实验结果表明,在应变率(0.033~0.1665s^(-1))范围内,PE/PA/PE薄膜屈服强度与弹性模量随应变率的增加呈非线性增加;在温度(-20~60℃)范围内,屈服强度与弹性模量随着温度的升高呈非线性降低。屈服强度及弹性模量的应变率与温度的耦合模型计算与实验的最大相对误差分别为6.09%和5.19%;基于耦合模型的PE与PE/PA/PE/PA/PE薄膜仿真结果与拉伸实验结果基本一致,最大相对误差为3.91%。 展开更多
关键词 聚乙烯/尼龙/聚乙烯(PE/PA/PE) 温度效应 应变率效应 温度-应变率耦合模型
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Interplay of Zeeman field,Rashba spin-orbit interaction,and superconductivity:Transition temperature and quasiparticle excitations
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作者 Chen Pang Yi Zhou 《Science China(Physics,Mechanics & Astronomy)》 2025年第7期171-186,共16页
This paper provides a theoretical analysis on the effects of an external Zeeman field and Rashba spin-orbit interactions on superconductivity.We have extensively studied their influence on the superconducting transiti... This paper provides a theoretical analysis on the effects of an external Zeeman field and Rashba spin-orbit interactions on superconductivity.We have extensively studied their influence on the superconducting transition temperature Tc and the quasiparticle excitation energy.Our investigation includes a detailed examination of both the s-wave and p-wave pairing states.Implications for the recently discovered family of superconductors,A_(2)Cr_(3)As_(3)(A=Na,K,Rb and Cs),as well as the validation of our theory have been discussed. 展开更多
关键词 transition temperature variations Zeeman effect spin-orbit coupling
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温湿度耦合作用下风积沙混凝土劣化特性及损伤演化模型研究
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作者 谢德江 《铁道建筑》 北大核心 2025年第5期142-149,共8页
为探究西北荒漠地区温湿度耦合作用下铁路沿线构筑物使用的风积沙混凝土的劣化特性,通过无侧限抗压试验、扫描电镜检测、核磁共振试验,从多尺度开展风积沙混凝土性能演化研究,并建立温湿度耦合作用下的宏细观损伤演化模型。结果表明:高... 为探究西北荒漠地区温湿度耦合作用下铁路沿线构筑物使用的风积沙混凝土的劣化特性,通过无侧限抗压试验、扫描电镜检测、核磁共振试验,从多尺度开展风积沙混凝土性能演化研究,并建立温湿度耦合作用下的宏细观损伤演化模型。结果表明:高温低湿环境会引起风积沙混凝土性能的显著衰减,温湿度耦合作用可以提高早期强度。养护温度超过56.3℃时,湿度对混凝土强度的影响比温度更显著。随着养护温度升高和湿度降低,混凝土中孔减少且小孔逐步连通并形成局部的大孔隙,微观结构完整性下降,微裂隙显著发育。基于试验结果和损伤理论提出的宏细观损伤模型的模拟结果误差小于15%,能够表征极端养护环境下混凝土的力学特点,可为荒漠地区风积沙混凝土设计提供理论参考。 展开更多
关键词 风积沙混凝土 温湿度耦合作用 劣化特性 损伤演化模型
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湿-热-力三场耦合作用下混凝土渡槽荷载效应研究
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作者 胡成峰 史佳悦 《黄河水利职业技术学院学报》 2025年第3期8-15,共8页
渡槽是引调水工程中的重要水工建筑物之一。运行期的渡槽所受荷载主要有自重、水重等直接荷载,以及结构自约束影响下由于温湿度梯度所产生的不均匀胀缩变形所导致的次生应力。这些荷载与环境因素耦合,可能会引起渡槽结构出现变形过大和... 渡槽是引调水工程中的重要水工建筑物之一。运行期的渡槽所受荷载主要有自重、水重等直接荷载,以及结构自约束影响下由于温湿度梯度所产生的不均匀胀缩变形所导致的次生应力。这些荷载与环境因素耦合,可能会引起渡槽结构出现变形过大和开裂等现象。以新疆某混凝土渡槽为例,利用ABAQUS软件实现了自然状态下混凝土渡槽湿-热-力三场耦合效应的模拟,定量探讨了不同荷载组合对渡槽槽身荷载效应的影响。结果表明,渡槽槽身的受力和变形受温湿度的影响显著。 展开更多
关键词 混凝土渡槽 湿-热-力耦合 数值模拟 温度梯度 湿度梯度 直接荷载 荷载效应
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