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Temperature effects on strain distribution of reduced-activation ferritic/martensitic steel during tensile tests
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作者 Shang-Ming Chen Cheng-Jun Zhu +6 位作者 Yi-Fan Shi Lei Peng Jing-Yi Shi Yong-Jie Sun Ye-Shang Hu Yi-Fei Liu Zhen-Yu Wei 《Nuclear Science and Techniques》 2025年第6期109-122,共14页
The reduced-activation ferritic/martensitic(RAFM)steel CLF-1 has been designed as a candidate structural material for nuclear fusion energy reactors.For engineering mechanical design,the effects of temperature on the ... The reduced-activation ferritic/martensitic(RAFM)steel CLF-1 has been designed as a candidate structural material for nuclear fusion energy reactors.For engineering mechanical design,the effects of temperature on the strain distribution of CLF-1 steel during uniaxial tensile tests were explored within the temperature range from room temperature to 650°C using uniaxial tensile tests combined with in situ digital image correlation analysis.Strain-concentrated regions alternately distributed±45°along the tensile direction could be attributed to the shear stress having the maximum value at±45°along the tensile direction and the coordinated deformation of the microstructure.The total strain distribution changed from a normal distribution to a lognormal distribution with increasing deformation owing to the competition between the elastic and plastic strains at all test temperatures.Strain localization has a strong relationship with temperature at the same engineering strain because of the temperature effects on dynamic strain aging(DSA).The stronger the DSA effect,the stronger the strain localization.With increasing temperature,the stronger the strain localization at the same strain,the weaker the plasticity,that is,DSA-induced embrittlement,and the slower the strength decline,that is,DSA-induced hardening. 展开更多
关键词 RAFM steel Tensile test Strain distribution temperature effect
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Temperature Effects of Electric Field on the First Excited State of Strong Coupling Polaron in a CsI Quantum Pseudodot 被引量:1
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作者 孙勇 丁朝华 肖景林 《Communications in Theoretical Physics》 SCIE CAS CSCD 2017年第3期337-340,共4页
Employing variational method of Pekar type(VMPT), this paper investigates the first-excited state energy(FESE), excitation energy and transition frequency of the strongly-coupled polaron in the Cs I quantum pseudodot(... Employing variational method of Pekar type(VMPT), this paper investigates the first-excited state energy(FESE), excitation energy and transition frequency of the strongly-coupled polaron in the Cs I quantum pseudodot(QPD)with electric field. The temperature effects on the strong-coupling polaron in electric field are calculated by using the quantum statistical theory(QST). The results from the present investigation show that the FESE, excitation energy and transition frequency increase(decrease) firstly and then at lower(higher) temperature regions. They are decreasing functions of the electric field strength. 展开更多
关键词 temperature effects electric field POLARON CsI quantum pseudodot
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Temperature Effects on the Self-trapping Energy of a Polaron in a GaAs Parabolic Quantum Dot 被引量:1
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作者 Kadi ZHU and Shiwei GU (Institute of Condensed Matter Physics, Shanghai Jiaotong University, Shanghai, 200030, China)(To whom correspondence should be addressed) 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1994年第2期131-134,共4页
The temperature and the size dependences of the self-trapping energy of a polaron in a GaAs parabolic quantum dot are investigated by the second order Rayleigh-Schrodinger perturbation method using the framework of th... The temperature and the size dependences of the self-trapping energy of a polaron in a GaAs parabolic quantum dot are investigated by the second order Rayleigh-Schrodinger perturbation method using the framework of the effective mass approximation. The numerical results show that the self-trapping energies of polaron in GaAs parabolic quantum dots shrink with the enhancement of temperature and the size of the quantum dot. The results also indicate that the temperature effect becomes obvious in small quantum dots 展开更多
关键词 GAAS REV temperature effects on the Self-trapping Energy of a Polaron in a GaAs Parabolic Quantum Dot
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High temperature effects in moving shock reflection with protruding Mach stem 被引量:1
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作者 Xiaofeng Shi Yujian Zhu +1 位作者 Xisheng Luo Jiming Yang 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2016年第5期222-225,共4页
The influence of high temperature effects on the protrusion of Mach stem in strong shock reflection over a wedge was numerically investigated. A two-dimensional inviscid solver applies finite volume method and unstruc... The influence of high temperature effects on the protrusion of Mach stem in strong shock reflection over a wedge was numerically investigated. A two-dimensional inviscid solver applies finite volume method and unstructured quadrilateral grids were employed to simulate the flow. Theoretical analysis was also conducted to understand the phenomenon. Both numerical and theoretical results indicate a wall-jet penetrating forward is responsible for the occurrence of Mach stem protrusion. The protrusion degree seems to depend on the thermal energy buffer capacity of the testing gas. Approaches to increase the energy buffer capacity, such as vibrational relaxation, molecular dissociation, and increase of frozen heat caoacitv, all tend to escalate the orotrusion effect. 展开更多
关键词 Shock reflection Numerical simulation Protruding Mach stem High temperature effects
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Temperature Effects on Photoluminescence Properties of Porous Silicon
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作者 LI Zhi-quan QIAO Shu-xin +2 位作者 CAI Ya-nan TONG Kai ZHANG Le-xin 《Semiconductor Photonics and Technology》 CAS 2005年第4期228-232,238,共6页
The temperature effects on the photoluminescence(PL) properties of porous silicon(PS) have been observed in the early stage. However, the obtained results are different. Through repeated experiments, some different an... The temperature effects on the photoluminescence(PL) properties of porous silicon(PS) have been observed in the early stage. However, the obtained results are different. Through repeated experiments, some different and useful information are got, which benefits us in that PL properties of porous silicon can be fully made use of. Firstly, samples with porosity of 76% and 49% were chosen to study the exciting temperature effects on the PL spectrum. For the samples with low porosity, the decreasing temperature causes the peak wavelength to be red-shifting and that of the samples with high porosity to present the blue-shifting trend. The light intensity of both reaches the maximum at -10℃. These experimental results can be well explained with the synthesized center PL model based on the quantum confinement model, other than the PL efficiency function σ(λ). Thereafter, PL properties of PS samples fabricated separately under the temperature of -10℃, 0℃, 10℃, 20℃ and 30℃ were studied. The results indicate that with the decrease of the etching temperature, the PL intensity increases from 406.7 to 716.6 and the peak wavelength blue-shifts from 698.9nm to 671.8nm. The WHFM of the PL spectrum dramatically narrows. At the same time, the images observed by AFM show that with the decreasing temperature, the holes are becoming deeper and the porosity is higher, which suggests that the decreasing temperature accelerates the etching rate. 展开更多
关键词 Porous silicon PL temperature effects Synthesized center PL model
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Temperature Effects on Information Capacity and Energy Efficiency of Hodgkin-Huxley Neuron
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作者 王龙飞 贾斐 +2 位作者 刘效治 宋亚磊 俞连春 《Chinese Physics Letters》 SCIE CAS CSCD 2015年第10期166-169,共4页
Recent experimental and theoretical studies show that energy efficiency, which measures the amount of infor- mation processed by a neuron with per unit of energy consumption, plays an important role in the evolution o... Recent experimental and theoretical studies show that energy efficiency, which measures the amount of infor- mation processed by a neuron with per unit of energy consumption, plays an important role in the evolution of neural systems. Here we calculate the information rates and energy efficieneies of the Hodgkin-Huxley (HH) neuron model at different temperatures in a noisy environment. It is found that both the information rate and energy efficiency are maximized by certain temperatures. Though the information rate and energy efficiency cannot be maximized simultaneously, the neuron holds a high information processing capacity at the tempera- ture corresponding to the maximal energy efficiency. Our results support the idea that the energy efficiency is a selective pressure that influences the evolution of nervous systems. 展开更多
关键词 temperature effects on Information Capacity and Energy Efficiency of Hodgkin-Huxley Neuron AP
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Simulation of Temperature Effects on Concrete Residual Strength of the Slab-Column Connections
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作者 Wenchen Ma 《Frontiers Research of Architecture and Engineering》 2019年第4期15-19,共5页
Finite element simulations were conducted to explore the effects of high temperatures on the loading capacity of slab-column connection for the concrete flat-plate structures by the finite element analysis software AB... Finite element simulations were conducted to explore the effects of high temperatures on the loading capacity of slab-column connection for the concrete flat-plate structures by the finite element analysis software ABAQUS.The structure used for the simulation is a slab which thickness is 150 mm with a 300 mm square column in the middle of slab,the column height is 450mm.The size of this slab is the same as experiments conducted by previous paper[1].Based on the results of simulation,the punching capacity of this structure not experienced high temperature can be predicted with very good accuracy.But the result from simulations underestimated the loading capacity of the structure after it has been cooled by around 10%.This phenomenon is a little bit conflicts with the known experimental results,however,it can be adjusted by modify the material parameters built-in the software.This article is focus on how to best simulate the concrete behavior for both linear and nonlinear part under the room temperature and cooling after experience a very high temperature. 展开更多
关键词 temperature effects Residual strength of concrete Non-linear behavior of concrete
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Amount and temperature effects responsible for precipitation isotope variation in the southern slope of Himalayas 被引量:3
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作者 Tek Bahadur Chhetri TanDong Yao +1 位作者 LiDe Tian XinPing Zhang 《Research in Cold and Arid Regions》 CSCD 2013年第2期165-176,共12页
Seasonal variation of stable isotopes in precipitation of Kathmandu Valley on the southem slope of Himalaya was carried out to understand the controlling mechanism of amount and temperature effect on the basis of one ... Seasonal variation of stable isotopes in precipitation of Kathmandu Valley on the southem slope of Himalaya was carried out to understand the controlling mechanism of amount and temperature effect on the basis of one year stable isotope data from 2010 to 2011. Highly depleted isotope values in major rainy period are obtained just after the onset of precipitation in summer, which ac- counts for "amount effect" due to saturation isotopic compositions in high moisture condition, whereas, the higher values in winter are indicative to regional vapors (temperature effect) recycling of various sources. An abrupt depletion of isotope values in mid- June, indicates the onset date of monsoon precipitation, by the replacement of winter air mass with southem monsoon. Thus, pre- cipitation isotopes are a tool revealing the onset date of summer monsoon and temporal features of variability, in local and regional monsoons precipitations. A comparison of long term monthly values of 5180, temperature, and precipitation with GNIP 6180 data shows the temporal variations of stable isotopes are mostly controlled by amount and temperature effects. During summer mon- soon, the amount effects are stronger for high values of precipitation (R=0.7) and altitude effect appears for low moisture in late rainy season, thus from December to June (winter to pre-monsoon) the controlling features of isotopes remains under the temper- ature effect. A temporal rate of temperature effect is derived as 0.04%0 per year which indicates a dry signal of atmospheric condition and a temperature relation 5180=(0.371±0.08)T+(0.156±0.05) is obtained from this analysis. The meteoric water lines of Kathmandu before and after monsoon onset of 2011, are found as 5D=(4.36±0.3)5180+(15.66±1.2) and 5D=(6.91±0.2)S180-(7.92±2.26) from lab samples result, and 5D=9.25180+11.725 and 5D=8.535180+16.65 from GNIP data, which lacks the consistency both for slopes and intercepts values for the study period. The mean lapse rate values of δ18O and δD from GNIP data are obtained as -0.002‰/m and -0.015 ‰/m, which indicate the altitudinal effects in regional precipitation of the southern slope of Himalayas. This study estimates new stable isotopes data in recent precipitation using simple methodology which can be important for regional precipitation monitoring systems, environmental change and paleo-climatic studies. 展开更多
关键词 amount effect temperature effect PRECIPITATION meteoric water line
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Temperature Effects of Parabolic Linear Bound Potential and Coulomb Bound Potential Quantum Dot Qubit 被引量:2
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作者 CHEN Ying-Jie XIAO Jing-Lin 《Communications in Theoretical Physics》 SCIE CAS CSCD 2009年第10期601-605,共5页
On the condition of electric-LO phonon strong coupling in a parabolic quantum dot,we obtain theeigenenergy and the eigenfunctions of the ground state and the first-excited state using the variational method ofPekar ty... On the condition of electric-LO phonon strong coupling in a parabolic quantum dot,we obtain theeigenenergy and the eigenfunctions of the ground state and the first-excited state using the variational method ofPekar type.This system in a quantum dot may be employed as a two-level quantum system-qubit.When the electronis in the superposition state of the ground state and the first-excited state,we obtain the time evolution of the electrondensity.The relations of the probability density of electron on the temperature and the electron-LO-phonon couplingconstant and the relations of the period of oscillation on the temperature,the electron-LO-phonon coupling constant,the Coulomb binding parameter and the confinement length are derived.The results show that the probability densityof electron oscillates with a period when the electron is in the superposition state of the ground and the first-excitedstate,and show that there are different laws that the probability density of electron and the period of oscillation changewith the temperature and the electron-LO-phonon coupling constant when the temperature is lower or higher.Andit is obtained that the period of oscillation decreases with increasing the Coulomb bound potential and increases withincreasing the confinement length not only at lower temperatures but also at higher temperatures. 展开更多
关键词 quantum dot QUBIT Coulomb potential temperature effect
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Temperature effects on the mechanical properties of slates in triaxial compression test 被引量:1
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作者 MENG Lu-bo LI Tian-bin CAI Guo-jun 《Journal of Mountain Science》 SCIE CSCD 2017年第12期2581-2588,共8页
High geothermal temperatures appear to be unfavorable for the construction of tunnels in slate rocks with high overburden. To investigate the mechanical characteristics of slates at various levels of geothermal temper... High geothermal temperatures appear to be unfavorable for the construction of tunnels in slate rocks with high overburden. To investigate the mechanical characteristics of slates at various levels of geothermal temperature, conventional triaxial compression tests at different levels of confining stress were carried out at 4 different temperatures from 20℃ to 120℃. The obtained results show high confining pressures weaken the thermal effects on rock mechanical characteristics while higher temperatures enhance the effect of confining pressure.At higher levels of confining stress the thermal effects on the rock strength characteristics decrease. The higher the temperature, the larger is the effect of confining pressure on the mechanical characteristics of the slate. Increase of temperature leads to a decrease of the peak strength but increases the deformability and ductility of the slate, the thermo effect on the peak strength and Poisson's ratio is larger than on the elastic modulus. Higher temperatures reduce the shear strength of slate, the decrease is mainly caused by a decrease of the cohesion. In general, the slate samples fail in shear failure. 展开更多
关键词 temperature effect SLATE Mechanical feature Triaxial test
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A PROBABILISTIC ASSESSMENT OF TEMPERATURE EFFECTSON THE LOW CYCLE FATIGUE BEHAVIOUR OF 1Cr_(18)Ni_9Ti STEEL WELD METAL
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作者 Q.Gao Y.X.Zhao L.X.Cai 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1998年第6期477-484,共8页
Based on the test results obtained from the single-step test and the incremental-step test at room temperature and 240℃, a probabilistic assessment of temperature effects on the cyclic stress-strum response and the f... Based on the test results obtained from the single-step test and the incremental-step test at room temperature and 240℃, a probabilistic assessment of temperature effects on the cyclic stress-strum response and the fatigue life of 1Cr18Ni9Ti steel weld metal is performed. In orber to assess the temperature effect on cyclic stress amplitude where there is a scatter of the material cyclic constitution, a probabilistic assessment approach on the basis of probabilistic modified Ramberg-Osgood relations is introduced.The investigation shows that the cyclic stress amplitude and the scatter of cyclic stress amplitude data are decreased at 240℃. Similarly, from the consideration of the fatigue life scatter a probabilistic assessment of temperature effect on the fatigue life is suggested on the basis of probabilistic Langer S-N relations. The investigation shows that the crack initiation life is increased and the scatter of crack initiation life data is decreased at 240℃. 展开更多
关键词 1Cr_(18)Ni_9Ti stainless steel weld metal low cycle fatigue temperature effect probabilistic assessment
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Investigating the effects of geothermally active temperature conditions on fully grouted rock bolts with distributed fiber optic sensors
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作者 Chuyue(Chelsey)Guo Kieran Moore Nicholas Vlachopoulos 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第11期6805-6820,共16页
A series of laboratory pull-out tests was conducted to study the effects of temperature on the performance and behaviours of fully grouted rock bolt specimens cured within a specific temperature range,as well as for d... A series of laboratory pull-out tests was conducted to study the effects of temperature on the performance and behaviours of fully grouted rock bolt specimens cured within a specific temperature range,as well as for different durations.Each specimen consisted of a 20M rebar bolt at 1300 mm embedment length grouted inside a Schedule 80 steel pipe using Portland cement grout at a 0.4 water-to-cement ratio.Two temperatures(20℃and 45℃)were explored to investigate the effects of geothermally active temperature conditions on fully grouted rock bolts.Distributed fiber optic sensors were employed to provide continuous strain profiles along the entire embedment length to observe micro-mechanisms and monitor internal specimen temperature change during testing.The specimens cured at 45℃generally resulted in higher grout UCS(in certain cases 25%e50%higher)compared to those at 20℃;the ultimate capacity was not significantly impacted as the specimens'embedment length allowed full development of the rock bolt's capacity.The resulting strain profile trends showed generally higher strains experienced by the shorter(i.e.3-d)curing duration specimens under both curing temperatures compared to long-term curing.The 45℃specimens generally experienced lower strains and faster strain profile attenuation compared to specimens cured at 20℃.Understanding these effects and further analysis of FGRB specimen behaviours over time provide insights for mobilized and critical embedment lengths,capacity development,and support system stabilization.This paper highlights the results of this study and aims to bridge selected gaps in existing literature with a view to aid practitioners. 展开更多
关键词 Fully grouted rock bolt Fiber optic technology Geothermally active temperature Hot temperature effects Stress distribution Pull-out test
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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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Prediction of temperature and strain rate dependent flow behaviors for AA6061-T4 sheet using phenomenology and machine learning-based approaches
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作者 Zhi-hao WANG D.GUINES +2 位作者 Jia-shuo QI Xing-rong CHU L.LEOTOING 《Transactions of Nonferrous Metals Society of China》 2025年第11期3617-3637,共21页
The plastic flow behaviors of AA6061-T4 sheets at different temperatures(21-300°C)and strain rates(0.002-4 s^(-1))were studied.Significant nonlinear effects of temperature and strain rate on flow behaviors were r... The plastic flow behaviors of AA6061-T4 sheets at different temperatures(21-300°C)and strain rates(0.002-4 s^(-1))were studied.Significant nonlinear effects of temperature and strain rate on flow behaviors were revealed,as well as underlying micromechanical factors.Phenomenology and machine learning-based constitutive models were developed.Both models were formulated in the framework of a temperature-dependent linear combination regulated by a transition function to capture the evolution of strain-hardening behavior with increasing temperature.Novel mathematical functions for describing temperature and strain rate sensitivities were formulated for the phenomenological constitutive model.The threshold temperature related to microstructure evolution was considered in the modeling.A data-enrichment strategy based on extrapolating experimental data via classical strain hardening laws was adopted to improve neural network training.An efficient inverse identification strategy,focusing solely on the transition function,was proposed to enhance the prediction accuracy of post-necking deformation by both constitutive models. 展开更多
关键词 AA6061-T4 sheet thermo-visco-plasticity constitutive model machine learning strain rate and temperature effects
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Novel Methodologies for Preventing Crack Propagation in Steel Gas Pipelines Considering the Temperature Effect 被引量:2
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作者 Nurlan Zhangabay Ulzhan Ibraimova +4 位作者 Marco Bonopera Ulanbator Suleimenov Konstantin Avramov Maryna Chernobryvko Aigerim Yessengali 《Structural Durability & Health Monitoring》 EI 2025年第1期1-23,共23页
Using the software ANSYS-19.2/Explicit Dynamics,this study performedfinite-element modeling of the large-diameter steel pipeline cross-section for the Beineu-Bozoy-Shymkent gas pipeline with a non-through straight crac... Using the software ANSYS-19.2/Explicit Dynamics,this study performedfinite-element modeling of the large-diameter steel pipeline cross-section for the Beineu-Bozoy-Shymkent gas pipeline with a non-through straight crack,strengthened by steel wire wrapping.The effects of the thread tensile force of the steel winding in the form of single rings at the crack edges and the wires with different winding diameters and pitches were also studied.The results showed that the strengthening was preferably executed at a minimum value of the thread tensile force,which was 6.4%more effective than that at its maximum value.The analysis of the influence of the winding dia-meters showed that the equivalent stresses increased by 32%from the beginning of the crack growth until the wire broke.The increment in winding diameter decelerated the disclosure of the edge crack and reduced its length by 8.2%.The analysis of the influence of the winding pitch showed that decreasing the distance between the winding turns also led to a 33.6%reduction in the length of the straight crack and a 7.9%reduction in the maximum stres-ses on the strengthened pipeline cross-section.The analysis of the temperature effect on the pipeline material,within a range from-40℃to+50℃,resulted in a crack length change of up to 5.8%.As the temperature dropped,the crack length decreased.Within such a temperature range,the maximum stresses were observed along the cen-tral area of the crack,which were equal to 413 MPa at+50℃and 440 MPa at-40℃.The results also showed that the presence of the steel winding in the pipeline significantly reduced the length of crack propagation up to 8.4 times,depending on the temperature effect and design parameters of prestressing.This work integrated the existing methods for crack localization along steel gas pipelines. 展开更多
关键词 Crack propagation finite-element internal pressure PRESTRESSING steel gas pipeline temperature effect
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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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Temperature-dependent acoustic emission characteristics and statistical constitutive model of granite under uniaxial compression
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作者 Mohua Bu Pingye Guo +3 位作者 Xin Jin Meng Wang Peng Zhang Jiamin Wang 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第5期2857-2878,共22页
Understanding the temperature-dependent mechanical behavior and fracture characteristics of granite is crucial for many engineering projects.In this study,the real-time temperature curves of granite specimens were obt... Understanding the temperature-dependent mechanical behavior and fracture characteristics of granite is crucial for many engineering projects.In this study,the real-time temperature curves of granite specimens were obtained during the heating and cooling process,and the thermal treatment tests were conducted.The physical properties of the specimen before and after thermal treatment,including mass,volume,and P-wave velocity,were measured.The acoustic emission(AE)signal in the uniaxial compression is monitored.The results indicate that the physical properties of granite deteriorate with temperature,while the mechanical properties show two effects of thermal strengthening and thermal weakening.This phenomenon is comprehensively analyzed by literature statistical data and optical microscopic observation.Furthermore,the AE characteristic is strongly dependent on temperature.High temperature induces more AE ring count to appear in the early stage of loading.As the temperature increases,the crack initiation stress decreases and the table crack propagation stage becomes longer.The attenuation of high-frequency signals and the enhancement of low-frequency signals are related to the development and interaction mechanism of thermally-induced crack and stress-induced crack.At 600℃,the global b-value increases significantly.Meanwhile,the evolution of dynamic b-value helps explain the failure process of granite under axial load after thermal treatment.In addition,a new thermo-mechanical damage statistical constitutive model of granite considering temperature effects is proposed by introducing AE parameters.The main advantages of this model can well fit the nonlinear behavior of granite in the early loading stage after thermal treatment,and reflect the failure process of granite before the peak value. 展开更多
关键词 GRANITE temperature effect Mechanical behavior Acoustic emission(AE)characteristics Constitutive model
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Anisotropic displacement threshold energy and defect distribution in diamond:PKA energy and temperature effect
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作者 Ke Wu Zeyi Du +8 位作者 Hongyang Liu Nanyun Bao Chengke Xu Hongrui Wang Qunchao Tong Bo Chen Dongdong Kang Guang Wang Jiayu Dai 《Chinese Physics B》 2025年第8期659-666,共8页
Diamond is a promising semiconductor material for future space exploration,owing to its unique atomic and electronic structures.However,diamond materials and related devices still suffer from irradiation damage under ... Diamond is a promising semiconductor material for future space exploration,owing to its unique atomic and electronic structures.However,diamond materials and related devices still suffer from irradiation damage under space irradiation involving high-energy irradiating particles.The study of the generation and evolution of point defects can help understand the irradiation damage mechanisms in diamond.This study systematically investigated the defect dynamics of diamond in 162 crystallographic directions uniformly selected on a spherical surface using molecular dynamics simulations,with primary knock-on atom(PKA)energies up to 20 keV,and temperatures ranging from 300 K to 1800 K.The results reveal that the displacement threshold energy of diamond changes periodically with crystallographic directions,which is related to the shape of potential energy surface along that direction.Additionally,the number of residual defects correlates positively with PKA energy.However,temperature has dual competing effects:while it enhances the probability of atomic displacement,it simultaneously suppresses the probability of defect formation by accelerating defect recombination.The calculation of sparse radial distribution function indicates that the defect distribution shows a certain degree of similarity in the short-range region across different PKA energies.As the PKA energy increases,defect clusters tend to become larger in size and more numerous in quantity.This study systematically investigates the anisotropy of displacement threshold energy and elucidates the relationship between various irradiation conditions and the final states of irradiation-induced defects. 展开更多
关键词 displacement cascades DIAMOND molecular dynamics temperature effect
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Optimization and temperature effects on sandwich betavoltaic microbattery 被引量:3
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作者 LIU YunPeng TANG XiaoBin +3 位作者 XU ZhiHeng HONG Liang WANG Peng CHEN Da 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第1期14-18,共5页
The design scheme of a sandwich-structure betavoltaic microbattery based on silicon using63Ni is presented in this paper.This structure differs from a monolayer energy conversion unit.The optimization of various physi... The design scheme of a sandwich-structure betavoltaic microbattery based on silicon using63Ni is presented in this paper.This structure differs from a monolayer energy conversion unit.The optimization of various physical parameters and the effects of temperature on the microbattery were studied through MCNP.For the proposed optimization design,P-type silicon was used as the substrate for the betavoltaic microbattery.Based on the proposed theory,a sandwich microbattery with a shallow junction was fabricated.The temperature dependence of the device was also measured.The open-circuit voltaic(Voc)temperature dependence of the optimized sandwich betavoltaic microbattery was linear.However,the Voc of the betavoltaic microbattery with a high-resistance substrate exponentially decreased over the range of room temperature in the experiment and simulation.In addition,the sandwich betavoltaic microbattery offered higher power than the monolayer betavoltaic one.The results of this paper provide a significant technical reference for optimizing the design and studying temperature effects on betavoltaics of the same type. 展开更多
关键词 sandwich betavoltaic microbattery temperature effects OPTIMIZATION
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Evaluation of thermal effects on temperature-sensitive operating force of flow servo valve for fuel metering unit 被引量:10
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作者 Yang ZHANG Shaoping WANG +1 位作者 Jian SHI Xi WANG 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2020年第6期1812-1823,共12页
The temperature-induced variation in operating force of flow control valves may result in performance degradation or even jam faults of fuel metering unit(FMU), which significantly affects the safety of aircrafts. In ... The temperature-induced variation in operating force of flow control valves may result in performance degradation or even jam faults of fuel metering unit(FMU), which significantly affects the safety of aircrafts. In this work, an analytical modeling approach of temperature-sensitive operating-force of servo valve is proposed to investigate the temperature characteristics in varying temperature conditions. Considering the temperature effects, a new extended model of flow force is built and an analytical model of valve friction is also derived theoretically based on the dynamic clearance induced by thermal effects. The extremum condition of friction is obtained to analyze the characteristic-temperature points where jam faults occur easily. The numerical results show that flow force increases firstly and then decreases as temperature increases under a constant valve opening. The maximum friction of flow servo valve can be uniquely determined when the structural parameters and ambient temperature are given. The worst situation just happens at the characteristic-temperature points, which are linearly related to the axial temperature gradients of valve spool. Such evaluations may give an explanation for the temperature-induced jam faults of vulnerable valves and provide a reference for designers to determine a suitable workingtemperature range of valves in practice. 展开更多
关键词 Jam fault Servovalve Spool deformation Spool friction temperature effect
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