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Pressure and temperature effects resulting from impact onto materials of different reactivity
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作者 Andreas Heine Matthias Wickert 《Defence Technology(防务技术)》 2025年第2期221-230,共10页
The pressure and temperature increase resulting from the impact of different threats onto target materials is analyzed with a unified laboratory-scale setup.This allows deriving qualitative information on the occurrin... The pressure and temperature increase resulting from the impact of different threats onto target materials is analyzed with a unified laboratory-scale setup.This allows deriving qualitative information on the occurring phenomenology as well as quantitative statements about the relative effects sizes as a function of target material and threat.The considered target materials are steel,aluminum,and magnesium.As threats,kinetic energy penetrator,explosively formed projectile,and shaped charge jet are used.For the investigated combinations,the measured overpressures vary by a factor of up to 5 for a variation of the material,by a factor of up to 7 for a variation of the threat,and by a factor larger than 15for a simultaneous variation of both.The obtained results as well as the experimental approach are relevant for the basic understanding of impact effects and risks due to material reactivity.The paper combines two main aims.Firstly,to provide a summary of own prior work in a coherent journal article and,secondly,to review and discuss these earlier results with a new perspective. 展开更多
关键词 Impact effects PRESSURE temperature Risk assessment Material reactivity
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Three-dimensional stability of two-step slope with crack considering temperature effect on unsaturated soil
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作者 SHAN Jun-tao WU Yi-min YANG Xiao-li 《Journal of Central South University》 2025年第3期1060-1079,共20页
In existing studies, most slope stability analyses concentrate on conditions with constant temperature, assuming the slope is intact, and employ the Mohr-Coulomb (M-C) failure criterion for saturated soil to character... In existing studies, most slope stability analyses concentrate on conditions with constant temperature, assuming the slope is intact, and employ the Mohr-Coulomb (M-C) failure criterion for saturated soil to characterize the strength of the backfill. However, the actual working temperature of slopes varies, and natural phenomena such as rainfall and groundwater infiltration commonly result in unsaturated soil conditions, with cracks typically present in cohesive slopes. This study introduces a novel approach for assessing the stability of unsaturated soil stepped slopes under varying temperatures, incorporating the effects of open and vertical cracks. Utilizing the kinematic approach and gravity increase method, we developed a three-dimensional (3D) rotational wedge failure mechanism to simulate slope collapse, enhancing the traditional two-dimensional analyses. We integrated temperature-dependent functions and nonlinear shear strength equations to evaluate the impact of temperature on four typical unsaturated soil types. A particle swarm optimization algorithm was employed to calculate the safety factor, ensuring our method’s accuracy by comparing it with existing studies. The results indicate that considering 3D effects yields a higher safety factor, while cracks reduce slope stability. Each unsaturated soil exhibits a distinctive temperature response curve, highlighting the importance of understanding soil types in the design phase. 展开更多
关键词 3D two-step slope cracks temperature effects UNSATURATION limit analysis
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Size effect of sandstone after high temperature under uniaxial compression 被引量:2
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作者 苏海健 靖洪文 +3 位作者 茅献彪 赵洪辉 尹乾 王辰 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第5期1901-1908,共8页
Uniaxial compression tests on sandstone samples with five different sizes after high temperature processes were performed in order to investigate the size effect and its evolution. The test results show that the densi... Uniaxial compression tests on sandstone samples with five different sizes after high temperature processes were performed in order to investigate the size effect and its evolution. The test results show that the density, longitudinal wave velocity, peak strength, average modulus and secant modulus of sandstone decrease with the increase of temperature, however, peak strain increases gradually. With the increase of ratio of height to diameter, peak strength of sandstone decreases, which has an obvious size effect. A new theoretical model of size effect of sandstone material considering the influence of temperature is put forward, and with the increase of temperature, the size effect is more apparent. The threshold decreases gradually with the increase of temperature, and the deviations of the experimental values and the theoretical values are between 0.44% and 6.06%, which shows quite a credibility of the theoretical model. 展开更多
关键词 high temperature process SANDSTONE size effect THRESHOLD
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Dependence of impact regime boundaries on the initial temperatures of projectiles and targets
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作者 Stefano Signetti Andreas Heine 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第1期49-57,共9页
Towards higher impact velocities,ballistic events are increasingly determined by the material temperatures.Related effects might range from moderate thermal softening to full phase transition.In particular,it is of gr... Towards higher impact velocities,ballistic events are increasingly determined by the material temperatures.Related effects might range from moderate thermal softening to full phase transition.In particular,it is of great interest to quantify the conditions for incipient or full melting of metals during impact interactions,which result in a transition from still strength-affected to hydrodynamic material behavior.In this work,we investigate to which extent the respective melting thresholds are also dependent on the initial,and generally elevated,temperatures of projectiles and targets before impact.This is studied through the application of a model developed recently by the authors to characterize the transition regime between high-velocity and hypervelocity impact,for which the melting thresholds of materials were used as the defining quantities.The obtained results are expected to be of general interest for ballistic application cases where projectiles or targets are preheated.Such conditions might result,for example,from aerodynamic forces acting onto a projectile during atmospheric flight,explosive shapedcharge-jet formation or armor exposure to environmental conditions.The performed analyses also broaden the scientific understanding of the relevance of temperature in penetration events,generally known since the 1960s,but often not considered thoroughly in impact studies. 展开更多
关键词 Ballistic impact Thermal effects Metallic targets Energy partitioning Homologous temperature
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Flow behaviour constitutive model of CuCrZr alloy and 35CrMo steel based on dynamic recrystallization softening effect under elevated temperature 被引量:2
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作者 HUANG Yuan-chun LI Ming +2 位作者 MA Cun-qiang XIAO Zheng-bing LIU Yu 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第6期1550-1562,共13页
In order to study the effect of dynamic recrystallization on the metal flow behavior during thermal deformation,the elevated temperature compression experiments of CuCrZr alloy and 35CrMo steel are carried out using G... In order to study the effect of dynamic recrystallization on the metal flow behavior during thermal deformation,the elevated temperature compression experiments of CuCrZr alloy and 35CrMo steel are carried out using Gleeble-3810 thermal simulator.It is proved that the samples underwent obvious dynamic recrystallization behavior during thermal deformation by microstructure observation of deformed specimens.The size of recrystallized grains increases as the temperature improved and the strain rate decreased.Meanwhile,the net softening rate caused by dynamic recrystallization is determined based on the stress-dislocation relationship.It can be found that the value of net softening rate increases quadratically as the Z parameter decreases,and the dynamic recrystallization net softening rate of CuCrZr alloy and 35CrMo steel are calculated to be 21.9%and 29.8%,respectively.Based on the dynamic recrystallization softening effect proposed,the novel elevated temperature flow constitutive models of two different alloys are proposed,and the related parameters are well defined and solved in detail.The predicted values of the obtained models are agreed well with the experimental values. 展开更多
关键词 CuCrZr alloy 35CrMo steel dynamic recrystallization dynamic recrystallization softening effect high temperature flow constitutive model
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Effect of wall temperature and random distribution of micro organic dust particles on their combustion parameters 被引量:1
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作者 M.Bidabadi E.Yaghoubi +2 位作者 M.Harati Gh.Shahryari B.Akhoondian 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第10期3888-3899,共12页
The effect of wall temperature on the characteristics of random combustion of micro organic particles with recirculation was investigated. The effect of recirculating in micro-combustors is noticeable, hence it is nec... The effect of wall temperature on the characteristics of random combustion of micro organic particles with recirculation was investigated. The effect of recirculating in micro-combustors is noticeable, hence it is necessary to present a model to describe the combustion process in these technologies. Recirculation phenomenon is evaluated by entering the exhausted heat from the post flam zone into the preheat zone. In this work, for modeling of random situation at the flame front, the source term in the equation of energy was modeled considering random situation for volatizing of particles in preheat zone. The comparison of obtained results from the proposed model by experimental data regards that the random model has a better agreement with experimental data than non-random model. Also, according to the results obtained by this model, wall temperature affects the amount of heat recirculation directly and higher values of wall temperature will lead to higher amounts of burning velocity and flame temperature. 展开更多
关键词 random combustion recirculation micro organic particle effective equivalence ratio flame temperature burning velocity
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Research for time-temperature equivalence effect of rock(Ⅰ):Theory research 被引量:4
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作者 LIU Quan-sheng ZHU Yuan-guang 《岩土力学》 EI CAS CSCD 北大核心 2011年第3期641-646,共6页
In order to know about the rheological properties of rock in a long range of the time scale,method of increasing temperature was brought forward to accelerate the rheological process of rock,which could extend the tim... In order to know about the rheological properties of rock in a long range of the time scale,method of increasing temperature was brought forward to accelerate the rheological process of rock,which could extend the time scale of experimental test data.Firstly,based on the generalized linear viscoelastic constitutive equation with temperature variable,the creep behavior of rock was divided into three types according to the different strain dependences of the time,that is,Hookean deformation,Newtonian flow,and retarded elasticity.Then the general equivalence relationship between time parameter and temperature parameter was derived for each type of strain.Finally,the relation between time parameter and temperature parameter in the whole creep was considered and the general theory of time-temperature equivalence effect(TTEE) of rock was established.This research reveals: ①The temperature effect on the instantaneous strain could be modified through vertical shift.②The key point of the TTEE of Newtonian flow depends on whether in the study of linear viscoelastic behavior of rock change of temperature is completely equivalent to a shift of the logarithmic time scale or not.③By plotting the results of a creep experiment performed at different temperatures and comparing the curves obtained,one can decide whether the rock considered have TTEE.④The TTEE of the whole creep should satisfy that the horizontal shift function of Newtonian flow and retarded elasticity is consentaneous. 展开更多
关键词 《岩土力学》 期刊 摘要 编辑部
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Research for time-temperature equivalence effect of rock(Ⅱ):Experimental research 被引量:2
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作者 ZHU Yuan-guang LIUQuan-sheng 《岩土力学》 EI CAS CSCD 北大核心 2011年第4期961-966,共6页
With the creep test data of granite taken from Three Gorges,the existence of time-temperature equivalence effect(TTEE) of granite is investigated.Based on the creep test data at different temperatures,which are 20 ℃,... With the creep test data of granite taken from Three Gorges,the existence of time-temperature equivalence effect(TTEE) of granite is investigated.Based on the creep test data at different temperatures,which are 20 ℃,60 ℃,80 ℃,100 ℃,200 ℃,300 ℃,four-component viscoelastic Burgers model is presented to characterize the creep curves.The parameters of elasticity modulus and viscosity coefficient in the constitutive model at different temperatures and their functional dependences on temperature are obtained.Then,according to the basic theory of TTEE presented in research(I),the TTEE of granite is investigated through modifying the compliance curves with vertical shift function and checking the coincidence of the modified curves with horizontal shift functions.It is concluded that:① Burgers model could appropriately characterize the creep property of granite in a short time scale.② Both elastic modulus and viscosity coefficient in the Burgers model decay exponentially with temperature.③ The coincidence of the curves at different temperatures after vertical shift modification and horizontal shift is fine,which indicates the existence of TTEE of granite.④The master curves which reflect the long time scale test data at temperatures 20 ℃,100 ℃,200 ℃ are obtained. 展开更多
关键词 《岩土力学》 期刊 摘要 编辑部
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EFFECT OF SUBSTRATE TEMPERATURE ON Y-Ba-Cu-O THIN FILMS IN SITU GROWTH BY MOCVD
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作者 W. Tao. X. K. Zhang, R. Wang, G. R. Bai Shanghai Institute of Metallurgy, Academia Sinica, Shanghai 200050, China 《真空科学与技术学报》 EI CAS CSCD 1992年第Z1期179-182,共4页
Superconducting thin films of YBa<sub>2</sub>Cu<sub>3</sub>O<sub>7-x</sub>(Y-Ba-Cu-O) with Tc more than 85K have been deposited in situ by metalorganic chemical vapor deposition ... Superconducting thin films of YBa<sub>2</sub>Cu<sub>3</sub>O<sub>7-x</sub>(Y-Ba-Cu-O) with Tc more than 85K have been deposited in situ by metalorganic chemical vapor deposition (MOCVD) on yttria stabilized zirconia(YSZ) substrates. The relationship of film orientation on substrate temperature and the lowest formation temperature region of superconducting phase have been obtained after changing the substrate temperature. The epitaxial relation between Y-Ba-Cu-O films and the YSZ su bstrates were discussed. 展开更多
关键词 effect OF SUBSTRATE temperature ON Y-Ba-Cu-O THIN FILMS IN SITU GROWTH BY MOCVD TEM In FIGURE Ba Cu
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Constitutive model depending upon temperature and strain rate of carbon constructional quality steels
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作者 杨柳 罗迎社 《Journal of Central South University》 SCIE EI CAS 2008年第S1期43-46,共4页
The basic factors relating to the rheological stress in the constitutive equations were introduced.Carbon constructional quality steels were regarded as a kind of elastic-viscoplastic materials under high temperature ... The basic factors relating to the rheological stress in the constitutive equations were introduced.Carbon constructional quality steels were regarded as a kind of elastic-viscoplastic materials under high temperature and the elastic-viscoplastic constitutive models were summarized.A series of tension experiments under the same temperature and different strain rates,and the same strain rate and different temperatures were done on 20 steel,35 steel and 45 steel.52 groups of rheological stress-strain curves were obtained.The experimental results were analyzed theoretically.The rheological stress constitutive models of carbon steels were built combining the strong points of the Perzyna model and Johnson-Cook model.Comparing the calculation results conducted from the model with the experiment results,the results proves that the model can reflect the temperature effect and strain rate effect of carbon constructional quality steels better. 展开更多
关键词 RHEOLOGICAL stress STRAIN RATE effect temperature effect CONSTITUTIVE model
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A RESEARCH ON THE MEDIUM TEMPERATURE SINTERED BaTiO_3-BASE CERAMIC MATERIAL FOR MLC WITH X7R BEHAVIOR
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作者 孙目珍 江涛 +2 位作者 陈绍茂 郭育源 刘会冲 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 1997年第10期11-14,共4页
采用加入Bi2O3_PbO_ZnO玻璃及Bi、Co、Nb掺杂的方法,使BaTiO3基铁电瓷料中温烧结(1080~1140℃)。在实验结果的基础上,探讨X7R铁电瓷料中的第二相和晶粒尺寸对MLC的ε_t性能的影响,并研... 采用加入Bi2O3_PbO_ZnO玻璃及Bi、Co、Nb掺杂的方法,使BaTiO3基铁电瓷料中温烧结(1080~1140℃)。在实验结果的基础上,探讨X7R铁电瓷料中的第二相和晶粒尺寸对MLC的ε_t性能的影响,并研究其烧结机制。 展开更多
关键词 中温烧结 BaTiO_3基瓷料 壳结构 晶粒效应 ε-t性能
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考虑环境温度的钢管约束混凝土柱拟静力试验研究 被引量:1
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作者 王力 潘启仁 +3 位作者 顾皓玮 胡琦 虞庐松 李子奇 《振动与冲击》 北大核心 2025年第5期155-168,共14页
为研究不同环境温度下钢管约束混凝土(steel tube confined concrete,STCC)柱的抗震性能,开展了9根不同温度工况下的STCC柱拟静力试验,分析各试件在不同温度下的试验现象及破坏形态,揭示环境温度对STCC柱抗震性能的影响机理。针对现行S... 为研究不同环境温度下钢管约束混凝土(steel tube confined concrete,STCC)柱的抗震性能,开展了9根不同温度工况下的STCC柱拟静力试验,分析各试件在不同温度下的试验现象及破坏形态,揭示环境温度对STCC柱抗震性能的影响机理。针对现行STCC骨架曲线模型计算方法中未考虑环境影响的不足,基于试验和有限元计算结果,提出了考虑环境温度影响的STCC理论骨架曲线特征点温度修正计算公式。结果表明:环境温度变化引起的STCC材料变异和温度附加套箍效应对试件水平承载力和延性影响显著,环境高温(60℃)会使核心混凝土强度降低,且在钢-混凝土界面易发生脱粘脱空,导致试件承载力和延性分别下降9.4%、12.2%;低温(-40℃)工况下,由于核心混凝土强度提高,同时外壁钢管对核心混凝土的约束作用加强,使试件承载力提升18.7%,但其延性最大降低47.2%,对抗震产生不利影响;所提考虑环境温度影响的STCC理论骨架曲线具有较好的可靠性和精度,可为高寒大温差地区该类型结构的抗震设计提供必要理论依据。 展开更多
关键词 钢管约束混凝土(STCC) 环境温度 拟静力试验 理论骨架曲线 温度附加套箍效应
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基于结点热光效应的点热源非接触式温度传感器 被引量:1
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作者 刘梅 白鑫 +2 位作者 王嘉诚 周小彤 王志明 《仪器仪表学报》 北大核心 2025年第3期288-295,共8页
传统点热源温度测量方法包括热电偶、电阻温度计和红外测温等,但它们通常存在体积较大、响应速度较慢或难以实现微小区域精确测量的局限性。为此,设计并开发了一种基于光波导交叉结点和热光效应的温度传感器,实现了对小尺寸点热源的非... 传统点热源温度测量方法包括热电偶、电阻温度计和红外测温等,但它们通常存在体积较大、响应速度较慢或难以实现微小区域精确测量的局限性。为此,设计并开发了一种基于光波导交叉结点和热光效应的温度传感器,实现了对小尺寸点热源的非接触式温度测量。采用3D打印法制备了不同形态的光敏树脂结点,激光照射在结点交叉处,结点将激光分散到其分支结构上;氧化铝陶瓷加热片作为点热源提供小范围恒定温度,利用可调压电源实现对其温度的调节。加热片散发的热量改变结点材料的折射率(即热光效应),从而改变其分支出射光强度,光强的变化通过分支末端的光电二极管实时检测。实验证实了该传感器的温度灵敏特性和线性响应特性。结果表明,该传感器在一定范围温度变化中(330℃~554℃)的测量精度优异,具有良好的稳定性和重复性。在465℃~554℃范围内,传感器具有良好的线性特性,检测灵敏度可达-9.4 mV/℃,传感器的重复性误差δR在1.41%~2.11%之间。该方案提供了一种结构简单、成本低的微纳点热源温度检测新方法,为微型化、高灵敏、非接触式温度传感器的设计提供了新的思路,在医疗保健、激光加工和3D打印等领域的温度监测方面具有很大的应用潜力。 展开更多
关键词 光波导结点 温度传感器 点热源 热光效应 光电二极管
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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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高温强碱条件下膨润土物理性能的时效性 被引量:1
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作者 曾召田 张瀚彬 +2 位作者 吕海波 车东泽 潘斌 《土木与环境工程学报(中英文)》 北大核心 2025年第2期49-56,共8页
在深地质处置库运营过程中,作为缓冲层材料的膨润土将长期处于高温强碱环境中,其物理性能会随时间发生劣化效应。为探讨高温强碱条件下膨润土物理性能的时效性,对MX-80膨润土粉末进行不同时长(t=0、15、30、45、60、90 d)的高温强碱作... 在深地质处置库运营过程中,作为缓冲层材料的膨润土将长期处于高温强碱环境中,其物理性能会随时间发生劣化效应。为探讨高温强碱条件下膨润土物理性能的时效性,对MX-80膨润土粉末进行不同时长(t=0、15、30、45、60、90 d)的高温强碱作用预处理(温度T=90℃,碱溶液浓度CNaOH=0.5 mol/L),通过室内试验研究了MX-80膨润土的比重、比表面积和膨胀指数等物理性能指标随反应时长t的变化规律,并选择部分代表性试样进行X射线衍射(XRD)试验和热重分析(TGA)试验,从微观角度对高温强碱条件下膨润土物理性能的时效性进行解释。结果表明,高温强碱作用预处理后,MX-80膨润土的比重、比表面积和膨胀指数在0~45 d内急剧下降,45 d后趋于稳定,90 d后三者降幅分别为13.6%、18.5%、58.1%;膨润土的主要矿物蒙脱石含量大幅减少,钠长石含量有所增加,90 d后二者变化量分别为-23.3%、+3.7%;膨润土颗粒吸附的自由水、弱结合水和强结合水的含量减少,90 d后三者含量分别减少2.84%、0.13%、0.24%;高温强碱条件下膨润土物理性能随时间发生劣化效应的根本原因在于膨润土中有效成分蒙脱石发生溶解,其含量下降导致比重、膨胀指数和比表面积降低。 展开更多
关键词 膨润土 高温强碱条件 物理性能 时效性 蒙脱石溶解
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香菇品种间菌龄、有效积温、温型差异性分析
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作者 孔维丽 刘金玲 +5 位作者 吴杰 王昱峰 刘芹 崔筱 孙文化 张玉亭 《中国瓜菜》 北大核心 2025年第4期99-106,共8页
为了研究香菇菌龄、温型与不同生长发育时期有效积温之间的关系,以9个香菇品种为材料,分两季进行工厂化制棒、养菌、出菇,计算和评价不同香菇品种的温型、菌龄及各阶段的有效积温,并分析了它们之间的相关性和差异性。结果表明,实际菌龄... 为了研究香菇菌龄、温型与不同生长发育时期有效积温之间的关系,以9个香菇品种为材料,分两季进行工厂化制棒、养菌、出菇,计算和评价不同香菇品种的温型、菌龄及各阶段的有效积温,并分析了它们之间的相关性和差异性。结果表明,实际菌龄会受到不同季节外界温度的影响,若温度始终维持在菌丝合适范围内,理论菌龄则与转色时间具有极显著的正相关(r=0.761)。综合计算得出9个香菇品种的理论菌龄和养菌期有效积温,其中短菌龄品种(<80 d)、中菌龄品种(80~90 d)、长菌龄品种(>90 d)养菌期有效积温分别为1200~1400℃、1600~1700℃、大于1800℃,且理论菌龄与养菌期有效积温呈极显著正相关(r=0.867),出菇期有效积温与温型之间呈显著正相关(r=0.796)。不同香菇品种的菌龄和有效积温应考虑到环境因素,通过有效积温的大小结合当地气候,可以判断出香菇在某个地区的适应性和种植时间,从而优化种植计划。 展开更多
关键词 香菇 有效积温 菌龄 温型
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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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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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考虑温度附加套箍效应的钢管约束混凝土轴压承载力解析法
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作者 王力 潘启仁 +3 位作者 张宇星 虞庐松 胡琦 李伟 《工程科学与技术》 北大核心 2025年第2期191-202,共12页
针对高寒环境温度对钢管约束混凝土结构力学行为影响显著的问题,结合热力学理论和极限平衡理论,建立考虑环境温度的钢管约束混凝土短柱承载力理论计算方法,提出“温度附加套箍效应”的概念,并通过开展不同环境温度下的26个钢管约束混凝... 针对高寒环境温度对钢管约束混凝土结构力学行为影响显著的问题,结合热力学理论和极限平衡理论,建立考虑环境温度的钢管约束混凝土短柱承载力理论计算方法,提出“温度附加套箍效应”的概念,并通过开展不同环境温度下的26个钢管约束混凝土短柱轴压性能试验,验证了所提理论计算方法的准确性,通过解析法系统揭示环境温度对钢管约束混凝土轴压承载力的影响机理。结果表明:本文理论计算值与试验值平均偏差仅2.0%,标准差为0.06,具有较高的准确性和可靠性;温度附加套箍效应对钢管约束混凝土轴压承载力影响显著,环境温度为-40℃时,温度附加套箍效应对承载力的影响可达到温度附加承载力的34.1%;温度附加套箍效应受环境温度与常温的温差、材料温变弹性模量、泊松比、线膨胀系数及构件径厚比等受多因素综合影响,基于本文理论对量化环境温度对钢管约束混凝土承载力的影响提供了理论依据。高寒地区钢管约束混凝土结构设计中,应综合考虑温度附加套箍效应和温致材料特性变异对结构力学行为的影响。 展开更多
关键词 钢管约束混凝土 环境温度 温度附加套箍效应 轴压承载力 轴压试验
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谷子去雄温度控制装置设计与试验
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作者 段智英 刘憬璇 韩小平 《中国农机化学报》 北大核心 2025年第6期193-198,共6页
谷子是自花授粉作物,因其小花密集,去雄处理难度较大,为此,自制一种由加热桶、电源、支架组成的谷子去雄温度控制装置。加热桶由控制电路和温度控制部分组成,是该装置的主体,去雄在此空间进行。控制电路包括温度设置和时间设置电路,具... 谷子是自花授粉作物,因其小花密集,去雄处理难度较大,为此,自制一种由加热桶、电源、支架组成的谷子去雄温度控制装置。加热桶由控制电路和温度控制部分组成,是该装置的主体,去雄在此空间进行。控制电路包括温度设置和时间设置电路,具有设置、显示、定时、倒计时报警等功能。温度控制部分从内向外依次由细钢丝网、电加热片、保温层和金属外壳4种材料组成,桶内温度可以达到设定温度并维持稳定状态。选用晋谷21号和沁黄2号谷子品种,以谷子花粉活力、去雄率和雌蕊未损伤率为测试指标验证装置的去雄效果。试验结果表明:相同温度下处理时间越长,花粉活力越低。晋谷21号在48℃温度下10~15 min或52℃温度下10 min处理后以及沁黄2号在48℃温度下10~15 min处理后,雌蕊未损伤率和去雄率都显著提高,去雄效果最佳,表明该装置可以有效去雄。 展开更多
关键词 谷子 温度控制 去雄效果 加热桶
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