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Effect of loading rates on the characteristics of thermal damage for mudstone under different temperatures 被引量:8
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作者 Mao Rongrong Mao Xianbiao +1 位作者 Zhang Lianying Liu Ruixue 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第5期797-801,共5页
The uniaxial compression tests for mudstone specimens are carried out with four different loading rates from room temperature to 400℃ by using the Rock Mechanics Servo-controlled Testing System MTS810 and high temper... The uniaxial compression tests for mudstone specimens are carried out with four different loading rates from room temperature to 400℃ by using the Rock Mechanics Servo-controlled Testing System MTS810 and high temperature furnace MTS652.02.The mechanical properties of mudstone with various loading rates are studied under different temperature conditions.The results show that when temperature increases from room temperature to 400℃ and loading rate is less than 0.03 mm/s,the peak strength of mudstone specimen decreases as loading rate increases,while the various peak strengths show significant differences when loading rate exceeds 0.03 mm/s.At room temperature,the elastic modulus decreases at the first time and then increases with loading rate rising.When the temperature is between200 and 400℃,the elastic modulus presents a decreasing trend with increasing loading rate.With increasing the loading rate,the number of fragments in mudstone becomes larger and even the powder is observed in mudstone with higher loading rate.Under high loading rate,the failure mode of mudstone specimens under different temperatures is mainly conical damage. 展开更多
关键词 MUDSTONE High temperature Loading rate Characteristics of thermal damage
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Quantification of thermal damage in skin tissue 被引量:1
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作者 徐峰 文婷 +1 位作者 卢天健 Seffen Keith 《Journal of Pharmaceutical Analysis》 SCIE CAS 2008年第1期1-8,共8页
Skin thermal damage or skin burns are the most commonly encountered type of trauma in civilian and military communities. Besides, advances in laser, microwave and similar technologies have led to recent developments o... Skin thermal damage or skin burns are the most commonly encountered type of trauma in civilian and military communities. Besides, advances in laser, microwave and similar technologies have led to recent developments of thermal treatments for disease and damage involving skin tissue, where the objective is to induce thermal damage precisely within targeted tissue structures but without affecting the surrounding, healthy tissue. Further, extended pain sensation induced by thermal damage has also brought great problem for burn patients. Thus, it is of great importance to quantify the thermal damage in skin tissue. In this paper, the available models and experimental methods for quantification of thermal damage in skin tissue are discussed. 展开更多
关键词 skin tissue thermal damage quantification
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Extraction method of nanoparticles concentration distribution from magnetic particle image and its application in thermal damage of magnetic hyperthermia
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作者 汤云东 陈鸣 +1 位作者 Rodolfo C.C.Flesch 金涛 《Chinese Physics B》 SCIE EI CAS CSCD 2023年第9期304-311,共8页
Magnetic particle imaging(MPI)technology can generate a real-time magnetic nanoparticle(MNP)distribution image for biological tissues,and its use can overcome the limitations imposed in magnetic hyperthermia treatment... Magnetic particle imaging(MPI)technology can generate a real-time magnetic nanoparticle(MNP)distribution image for biological tissues,and its use can overcome the limitations imposed in magnetic hyperthermia treatments by the unpredictable MNP distribution after the intratumoral injection of nanofluid.However,the MNP concentration distribution is generally difficult to be extracted from MPI images.This study proposes an approach to extract the corresponding concentration value of each pixel from an MPI image by a least squares method(LSM),which is then translated as MNP concentration distribution by an interpolation function.The resulting MPI-based concentration distribution is used to evaluate the treatment effect and the results are compared with the ones of two baseline cases under the same dose:uniform distribution and MPI-based distribution considering diffusion.Additionally,the treatment effect for all these cases is affected by the blood perfusion rate,which is also investigated deeply in this study.The results demonstrate that the proposed method can be used to effectively reconstruct the concentration distribution from MPI images,and that the weighted LSM considering a quartic polynomial for interpolation provides the best results with respect to other cases considered.Furthermore,the results show that the uniformity of MNP distribution has a positive correlation with both therapeutic temperature distribution and thermal damage degree for the same dose and a critical power dissipation value in the MNPs.The MNPs uniformity inside biological tissue can be improved by the diffusion behavior after the nanofluid injection,which can ultimately reflect as an improvement of treatment effect.In addition,the blood perfusion rate considering local temperature can have a positive effect on the treatment compared to the case which considers a constant value during magnetic hyperthermia. 展开更多
关键词 magnetic hyperthermia magnetic nanoparticles distribution thermal damage blood perfusion rate
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Mechanism of Tea Polyphenols in Alleviating Thermal Damage Based on Network Pharmacology
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作者 Zhou Huishuang Lin Shuqian +8 位作者 Li Guiming Liu Yueyue Yang Shifa Zhao Zengcheng Huang Zhongli Lian Ruirui Wang Yunchao Wan Renzhong Yin Bin 《Animal Husbandry and Feed Science》 CAS 2024年第1期1-8,共8页
[Objective]This paper was to investigate the action targets and pathways of tea polyphenols in alleviating heat stress-induced injury by using network pharmacological analysis and an H9C2 cell model.[Method]First,the ... [Objective]This paper was to investigate the action targets and pathways of tea polyphenols in alleviating heat stress-induced injury by using network pharmacological analysis and an H9C2 cell model.[Method]First,the corresponding targets of tea polyphenols were obtained from the PubChem database.Then,the core targets were screened based on topological parameters.The relevant metabolism pathways of tea polyphenols related to diseases were identified through GO functional annotation and KECG signaling pathway enrichment.Moreover,common targets for thermal injury and targets of tea polyphenols were obtained.Then,GO functional annotation was performed to explore the pathway of tea polyphenols in alleviating heat stress damage.H9C2 cells were cultured at 42℃ to construct the heat stress model,and the cells were treated with 10μg/mL tea polyphenols.The key genes were confirmed using RT-PCR technology.[Result]The study yielded 364 targets corresponding to tea polyphenols,including 68 core targets.These targets are related to various biological processes such as involve oxidative stress,cancer,lipopolysaccharide-mediated signaling pathways,antiviral responses,regulation of cellular response to heat,apoptosis,and cellular lipid metabolic metabolism.Tea polyphe nols alleviate thermal damage by targeting BCL2,HSP90AA1,HSPA1A,JUN,MAPK1,NFKB1,NFKBIA,NOS3,and TP53.Moreover,10 mg/L tea polyphenols were found to upregulate the transcription levels of Hsp70,HO-1,NQ-O1,Nrf2,and MAPKI,and the transcription levels of Bax/Bcl2,p38,and JNK were downregulated to alleviate the heat stress-induced injury.[Conclusion]Tea polyphenols may enhance the antioxidant ability of H9C2 cells and inhibit cell apoptosis,thereby reducing heat stress injury. 展开更多
关键词 Tea polyphenols H9C2 Network pharmacology thermal damage
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Thermal damage suppression performances in ELID-assisted profile grinding of superalloys using CBN wheels
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作者 Youkang YIN Jinyang XU +6 位作者 Lanyu SHI Guoqiang GUO Xinfa ZHU Yi MENG Jinming ZHOU Weiwei MING Ming CHEN 《Science China(Technological Sciences)》 2025年第4期144-165,共22页
Nickel-based superalloy(GH4169)is an ideal material for preparing turbine blades.Profile grinding of the fir-treeshaped turbine blade root can easily cause thermal damage to the workpiece specimen.This study aims to e... Nickel-based superalloy(GH4169)is an ideal material for preparing turbine blades.Profile grinding of the fir-treeshaped turbine blade root can easily cause thermal damage to the workpiece specimen.This study aims to enhance the suppression of alloy thermal damage by regulating the thickness of the oxide film on the cubic boron nitride(CBN)grinding wheel during the electrolytic in-process dressing(ELID)-assisted grinding process.A theoretical model for calculating the thickness of oxide film in ELID-assisted grinding was developed.Finite element simulation was conducted using the electrolytic film-forming process of the grinding wheel.The effects of electrical/nonelectrical parameters on the oxide film characteristics and grinding responses were addressed.The optimal matching scheme of process parameters was established.The results showed that the film layer of the grinding wheel at the blade root cam is more seriously damaged,and the workpiece surface is rougher.Further optimization of the electrode is demanded to achieve different dressing effects at various positions of the grinding wheel based on the workpiece profile.By reducing the interelectrode gap(h_(e)),increasing the power supply voltage(E_(o)),and controlling the electrolysis time(△t)at 10-15 min,the preferred film-forming efficiency and grinding quality can be achieved.By increasing the grinding wheel speed(V_(s))or decreasing the workpiece feed rate(V_(f))and grinding depth(a_(p)),the grinding thermal damage can be suppressed.A larger value of V_(f)or apcan be selected to acquire a compromise between grinding quality and film-forming efficiency after increasing the value of Vs.The optimal combination of electrical and nonelectrical parameters during this test is E_(o)=120 V,△t=15 min,h_(e)=0.1 mm,V_f=50 mm min^(-1),V_s=30 m s^(-1),and a_(p)=0.4 mm. 展开更多
关键词 SUPERALLOY profile grinding ELID thermal damage suppression oxide film
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A method for determining the kinetic energy evolution of rockburst:A true triaxial rockburst experimental study on granite samples considering initial thermal damage
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作者 Dejian LI Chunxiao LI Manchao HE 《Science China(Technological Sciences)》 2025年第4期249-263,共15页
The kinetic energy of the ejected fragments is an effective index for quantitatively evaluating the failure severity of rockburst.To improve the measurement accuracy of the kinetic energy,the total kinetic energy was ... The kinetic energy of the ejected fragments is an effective index for quantitatively evaluating the failure severity of rockburst.To improve the measurement accuracy of the kinetic energy,the total kinetic energy was divided into translational and rotational kinetic energy in this paper.An analysis method for translational and rotational kinetic energy was subsequently proposed by introducing a four-eye high-speed photography system.Moreover,the true triaxial rockburst experiments on granite samples after heat treatment at various temperatures were carried out to reveal the evolution characteristics of the kinetic energy of rockburst.The experimental results reveal that with increasing the particle size of the rockburst fragment,the correction coefficient of measurement error of the translational kinetic energy increases first but then decreases.A power function law is obtained between the ratio of the rotational kinetic energy to the translational kinetic energy and the particle size of the rockburst fragment.Compared to the uncorrected kinetic energy measured by the system,the total kinetic energy presents a decreasing trend.The maximum proportion of total kinetic energy to uncorrected kinetic energy is 0.9.The peak stress,failure intensity and total kinetic energy all initially increase but subsequently decrease as the heat treatment temperature increases.The research outcome is favourable to revealing the impact of initial thermal damage on the rockburst mechanism. 展开更多
关键词 ROCKBURST GRANITE translational and rotational kinetic energy evolution characteristics of kinetic energy initial thermal damage
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Spatial variability and quantitative characterization of thermal shock damage in sandstone under different cooling temperatures
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作者 Shuixin He Baoping Xi +4 位作者 Yangsheng Zhao Jin Xie Yunsheng Dong Luhai Chen Xinxin Yang 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第7期4367-4385,共19页
This research employs micro-CT scanning technology to analyze the porosity,pore fractal dimension,and spatial variability of sandstone preheated to 600℃ and subsequently cooled in water at varying temperatures(20℃,6... This research employs micro-CT scanning technology to analyze the porosity,pore fractal dimension,and spatial variability of sandstone preheated to 600℃ and subsequently cooled in water at varying temperatures(20℃,60℃,100℃).The study investigates the mechanisms by which various factors influence thermal shock damage,focusing on the effects of cooling water temperature and the boiling phase transition.The objective is to develop a method for characterizing thermal shock damage that considers spatial variability.The findings indicate that thermal shock damage is limited to a shallow depth beneath the surface,with increased severity near the surface.The boiling phase transition significantly enhances the convective heat transfer coefficient,resulting in substantially higher thermal shock damage when cooled with 100℃ boiling water compared to 20℃ and 60℃ water.Furthermore,for the entire specimen,heating damage exceeds thermal shock damage,and the influence of thermal shock diminishes as specimen size increases.This study addresses the limitations of traditional methods for assessing thermal shock damage that disregard spatial variability and provides practical guidance for engineering projects to manage thermal shock damage more effectively. 展开更多
关键词 SANDSTONE thermal shock damage MICRO-CT Spatial variability POROSITY Fractal dimension
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Micro-macro evolution of mechanical behaviors of thermally damaged rock:A state-of-the-art review 被引量:4
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作者 Yunmin Wang Jun Peng +2 位作者 Linfei Wang Chuanhua Xu Bibo Dai 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第7期2833-2853,共21页
The influence of thermal damage on macroscopic and microscopic characteristics of different rocks has received much attention in the field of rock engineering.When the rocks are subjected to thermal treatment,the chan... The influence of thermal damage on macroscopic and microscopic characteristics of different rocks has received much attention in the field of rock engineering.When the rocks are subjected to thermal treatment,the change of macroscopic characteristics and evolution of micro-structure would be induced,ultimately resulting in different degrees of thermal damage in rocks.To better understand the thermal damage mechanism of different rocks and its effect on the rock performance,this study reviews a large number of test results of rock specimens experiencing heating and cooling treatment in the laboratory.Firstly,the variations of macroscopic behaviors,including physical parameters,mechanical parameters,thermal conductivity and permeability,are examined.The variations of mechanical parameters with thermal treatment variables(i.e.temperature or the number of thermal cycles)are divided into four types.Secondly,several measuring methods for microstructure,such as polarizing microscopy,fluorescent method,scanning electron microscopy(SEM),X-ray computerized tomography(CT),acoustic emission(AE)and ultrasonic technique,are introduced.Furthermore,the effect of thermal damage on the mechanical parameters of rocks in response to different thermal treatments,involving temperature magnitude,cooling method and thermal cycle,are discussed.Finally,the limitations and prospects for the research of rock thermal damage are proposed. 展开更多
关键词 thermal damage Macroscopic characteristics Microstructure evolution Temperature magnitude Cooling method thermal cycle
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Effects of high temperature and thermal cycles on fracture surface's roughness of granite:An insight on 3D morphology 被引量:1
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作者 Qixiong Gu Zhen Huang +5 位作者 Kui Zhao Wen Zhong Li Liu Xiaozhao Li Yun Wu Ma Dan 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第2期810-826,共17页
The roughness of the fracture surface directly affects the strength,deformation,and permeability of the surrounding rock in deep underground engineering.Understanding the effect of high temperature and thermal cycle o... The roughness of the fracture surface directly affects the strength,deformation,and permeability of the surrounding rock in deep underground engineering.Understanding the effect of high temperature and thermal cycle on the fracture surface roughness plays an important role in estimating the damage degree and stability of deep rock mass.In this paper,the variations of fracture surface roughness of granite after different heating and thermal cycles were investigated using the joint roughness coefficient method(JRC),three-dimensional(3D)roughness parameters,and fractal dimension(D),and the mechanism of damage and deterioration of granite were revealed.The experimental results show an increase in the roughness of the granite fracture surface as temperature and cycle number were incremented.The variations of JRC,height parameter,inclination parameter and area parameter with the temperature conformed to the Boltzmann's functional distribution,while the D decreased linearly as the temperature increased.Besides,the anisotropy index(Ip)of the granite fracture surface increased as the temperature increased,and the larger parameter values of roughness characterization at different temperatures were attained mainly in directions of 20°–40°,60°–100°and 140°–160°.The fracture aperture of granite after fracture followed the Gauss distribution and the average aperture increased with increasing temperature,which increased from 0.665 mm at 25℃to 1.058 mm at 800℃.High temperature caused an uneven thermal expansion,water evaporation,and oxidation of minerals within the granite,which promoted the growth and expansion of microfractures,and reduced interparticle bonding strength.In particular,the damage was exacerbated by the expansion and cracking of the quartz phase transition after T>500℃.Thermal cycles contributed to the accumulation of this damage and further weakened the interparticle bonding forces,resulting in a significant increase in the roughness,anisotropy,and aperture of the fracture surface after five cycles. 展开更多
关键词 GRANITE thermal cycles High temperature Fracture surface roughness ANISOTROPIC thermal damage
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Spatial gradient distributions of thermal shock-induced damage to granite 被引量:24
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作者 Lifeng Fan Jingwei Gao +1 位作者 Xiuli Du Zhijun Wu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2020年第5期917-926,共10页
In this study,we attempted to investigate the spatial gradient distributions of thermal shock-induced damage to granite with respect to associated deterioration mechanisms.First,thermal shock experiments were conducte... In this study,we attempted to investigate the spatial gradient distributions of thermal shock-induced damage to granite with respect to associated deterioration mechanisms.First,thermal shock experiments were conducted on granite specimens by slowly preheating the specimens to high temperatures,followed by rapid cooling in tap water.Then,the spatial gradient distributions of thermal shock-induced damage were investigated by computed tomography(CT)and image analysis techniques.Finally,the influence of the preheating temperature on the spatial gradients of the damage was discussed.The results show that the thermal shock induced by rapid cooling can cause more damage to granite than that induced by slow cooling.The thermal shock induced by rapid cooling can cause spatial gradient distributions of the damage to granite.The damage near the specimen surface was at a maximum,while the damage inside the specimen was at a minimum.In addition,the preheating temperature can significantly influence the spatial gradient distributions of the thermal shock-induced damage.The spatial gradient distribution of damage increased as the preheating temperature increased and then decreased significantly over 600C.When the preheating temperature was sufficiently high(e.g.800C),the gradient can be ignored. 展开更多
关键词 Rock properties thermal shock High temperature thermally induced damage Computed tomography(CT)technique
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Damage effectiveness characterization model of laser weapon systems under the impact of spatial position and atmospheric condition
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作者 LIU Wei ZHANG Lin +3 位作者 YUN Tao MENG Xianliang ZHANG Bo SONG Yafei 《Journal of Systems Engineering and Electronics》 2025年第5期1281-1295,共15页
The emergence of laser technology has led to the gradual integration of laser weapon system(LaWS)into military scene,particularly in the field of anti-unmanned aerial vehicle(UAV),showcasing significant potential.Howe... The emergence of laser technology has led to the gradual integration of laser weapon system(LaWS)into military scene,particularly in the field of anti-unmanned aerial vehicle(UAV),showcasing significant potential.However,A current limitation lies in the absence of a comprehensive quantitative approach to assess the capabilities of LaWS.To address this issue,a damage effectiveness characterization model for LaWS is established,taking into account the properties of laser transmission through the atmosphere and the thermal damage effects.By employing this model,key parameters pertaining to the effectiveness of laser damage are determined.The impact of various spatial positions and atmospheric conditions on the damage effectiveness of LaWS have been examined,employing simulation experiments with diverse parameters.The conclusions indicate that the damage effectiveness of LaWS is contingent upon the spatial position of the target,resulting in a diminished effectiveness to damage on distant,low-altitude targets.Additionally,the damage effectiveness of LaWS is heavily reliant on the atmospheric condition,particularly in complex settings such as midday and low visibility conditions,where the damage effectiveness is substantially reduced.This paper provides an accurate and effective calculation method for the rapid decisionmaking of the operators. 展开更多
关键词 laser weapon system damage effectiveness atmospheric transmission thermal damage anti-unmanned aerial vehicle
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A creep model for ultra-deep salt rock considering thermal-mechanical damage under triaxial stress conditions 被引量:1
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作者 Chao Liang Jianfeng Liu +3 位作者 Jianxiong Yang Huining Xu Zhaowei Chen Lina Ran 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第2期588-596,共9页
To investigate the specific creep behavior of ultra-deep buried salt during oil and gas exploitation,a set of triaxial creep experiments was conducted at elevated temperatures with constant axial pressure and unloadin... To investigate the specific creep behavior of ultra-deep buried salt during oil and gas exploitation,a set of triaxial creep experiments was conducted at elevated temperatures with constant axial pressure and unloading confining pressure conditions.Experimental results show that the salt sample deforms more significantly with the increase of applied temperature and deviatoric loading.The accelerated creep phase is not occurring until the applied temperature reaches 130℃,and higher temperature is beneficial to the occurrence of accelerated creep.To describe the specific creep behavior,a novel three-dimensional(3D)creep constitutive model is developed that incorporates the thermal and mechanical variables into mechanical elements.Subsequently,the standard particle swarm optimization(SPSO)method is adopted to fit the experimental data,and the sensibility of key model parameters is analyzed to further illustrate the model function.As a result,the model can accurately predict the creep behavior of salt under the coupled thermo-mechanical effect in deep-buried condition.Based on the research results,the creep mechanical behavior of wellbore shrinkage is predicted in deep drilling projects crossing salt layer,which has practical implications for deep rock mechanics problems. 展开更多
关键词 Creep experiments Creep model thermal and mechanical damage Fractional derivative
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Thermal shock behavior of magnesia–spinel refractories:effect of calcia-stabilized zirconia
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作者 Shi-zhen Wang Wei Yang +4 位作者 Bing-qiang Han Zheng Miao Yao-wu Wei Wen Yan Nan Li 《Journal of Iron and Steel Research International》 2025年第9期3069-3078,共10页
An experiment was conducted to assess the impact of fused calcia-stabilized zirconia micro-powder on the thermal shock behavior of magnesia–spinel refractories.The effects of calcia-stabilized zirconia on the microst... An experiment was conducted to assess the impact of fused calcia-stabilized zirconia micro-powder on the thermal shock behavior of magnesia–spinel refractories.The effects of calcia-stabilized zirconia on the microstructure evolution and properties of magnesia–spinel refractories were characterized by the high-temperature elastic modulus,thermal shock damage resistance parameters,retainment of elastic modulus after thermal shock,and scanning electron microscopy.The results indicated that the incorporation of calcia-stabilized zirconia improved the thermomechanical properties and thermal shock behavior of magnesia–spinel specimens.The hot modulus of rupture of magnesia–spinel specimens increased by 2.5-fold due to the incorporation of calcia-stabilized zirconia micro-powder.The presence of a martensitic phase transformation in partially unstable ZrO2 and thermal mismatches among various phases contributed to a controlled formation of microcracks.And the pinning effect caused by the calcia-stabilized zirconia particles surrounding the grain boundaries played a crucial role in preventing the propagation of microcracks.This phenomenon significantly bolstered the thermal shock stability of magnesia–spinel refractories,consequently prolonging their service life. 展开更多
关键词 MAGNESIA SPINEL Calcia-stabilized zirconia thermal shock resistance thermal shock damage resistance parameter
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Coupled thermo-mechanical constitutive damage model for sandstone 被引量:7
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作者 Savani Vidana Pathiranagei Ivan Gratchev 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2022年第6期1710-1721,共12页
Underground rock dynamic disasters are becoming more severe due to the increasing depth of human operations underground.Underground temperature and pressure conditions contribute significantly to these disasters.There... Underground rock dynamic disasters are becoming more severe due to the increasing depth of human operations underground.Underground temperature and pressure conditions contribute significantly to these disasters.Therefore,it is important to understand the coupled thermo-mechanical(TM)behaviour of rocks for the long-term safety and maintenance of underground tunnelling and mining.Moreover,investigation of the damage,strength and failure characteristics of rocks under triaxial stress conditions is important to avoid underground rock disasters.In this study,based on Weibull distribution and Lemaitre's strain equivalent principle,a statistical coupled TM constitutive model for sandstone was established under high temperature and pressure conditions.The triaxial test results of sandstone under different temperature and pressure conditions were used to validate the model.The proposed model was in good agreement with the experimental results up to 600℃.The total TM damage was decreased with increasing temperature,while it was increased with increasing confining pressure.The model's parameters can be calculated using conventional laboratory test results. 展开更多
关键词 High temperature Confining pressure Thermo-mechanical(TM)damage thermal damage Mechanical damage
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Microstructural and thermal properties of coal measure sandstone subjected to high temperatures 被引量:1
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作者 Weijing Xiao Dongming Zhang +1 位作者 Shujian Li Mingyang Wu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第8期2909-2921,共13页
To study the microscopic structure,thermal and mechanical properties of sandstones under the influence of temperature,coal measure sandstones from Southwest China are adopted as the research object to carry out high-t... To study the microscopic structure,thermal and mechanical properties of sandstones under the influence of temperature,coal measure sandstones from Southwest China are adopted as the research object to carry out high-temperature tests at 25℃-1000℃.The microscopic images of sandstone after thermal treatment are obtained by means of polarizing microscopy and scanning electron microscopy(SEM).Based on thermogravimetric(TG)analysis and differential scanning calorimetric(DSC)analysis,the model function of coal measure sandstone is explored through thermal analysis kinetics(TAK)theory,and the kinetic parameters of thermal decomposition and the thermal decomposition reaction rate of rock are studied.Through the uniaxial compression experiments,the stress‒strain curves and strength characteristics of sandstone under the influence of temperature are obtained.The results show that the temperature has a significant effect on the microstructure,mineral composition and mechanical properties of sandstone.In particular,when the temperature exceeds 400℃,the thermal fracture phenomenon of rock is obvious,the activity of activated molecules is significantly enhanced,and the kinetic phenomenon of the thermal decomposition reaction of rock appears rapidly.The mechanical properties of rock are weakened under the influence of rock thermal fracture and mineral thermal decomposition.These research results can provide a reference for the analysis of surrounding rock stability and the control of disasters caused by thermal damage in areas such as underground coal gasification(UCG)channels and rock masses subjected to mine fires. 展开更多
关键词 Rock mechanics Coal measure sandstone MICROMORPHOLOGY thermal damage
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Influence of cooling speed on the physical and mechanical properties of granite in geothermal-related engineering 被引量:2
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作者 Longchuan Deng Xiaozhao Li +5 位作者 Yun Wu Fuqing Li Zhen Huang Yukun Ji Chunjiang Zou Zuxi Liu 《Deep Underground Science and Engineering》 2022年第1期40-57,共18页
In deep-earth engineering,the high earth temperature can significantly affect the rock's mechanical properties,especially when the rock is cooled during the construction process.Accordingly,whether the cooling spe... In deep-earth engineering,the high earth temperature can significantly affect the rock's mechanical properties,especially when the rock is cooled during the construction process.Accordingly,whether the cooling speed affects the mechanical and physical properties of rocks is worth to be investigated.The present study explored the influence of the cooling rate on the physical and chemical properties of granite heated at 25–800°C.The mechanical and physical properties involved in this study included uniaxial compression strength,peak strain,modulus,P-wave velocity,mass and volume,the change of which could reflect the sensitivity of granite to the cooling rate.Acoustic emission(AE)monitoring,microscopic observation,and X-ray diffraction(XRD)are used to analyze the underlying damage mechanism.It is found that more AE signals and large-scale cracks are accounted for based on the b-value method when the specimens are cooled by water.Furthermore,the microscopic observation by polarized light microscopy indicates that the density,opening degree,and connectivity of the cracks under water cooling mode are higher than that under natural cooling mode.In addition,the XRD illustrates that there is no obvious change in mineral content and diffraction angle at different temperatures,which confirms that the change of mechanical properties is not related to the chemical properties.The present conclusion can provide a perspective to assess the damage caused by different cooling methods to hot rocks. 展开更多
关键词 cooling methods GRANITE high temperature physical and mechanical properties thermal damage
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Mechanical properties of sandstone under in-situ high-temperature and confinement conditions 被引量:1
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作者 Liyuan Liu Juan Jin +5 位作者 Jiandong Liu Wei Cheng Minghui Zhao Shengwen Luo Yifan Luo Tao Wang 《International Journal of Minerals,Metallurgy and Materials》 2025年第4期778-787,共10页
Low-to medium-maturity oil shale resources display substantial reserves, offering promising prospects for in-situ conversion inChina. Investigating the evolution of the mechanical properties of the reservoir and capro... Low-to medium-maturity oil shale resources display substantial reserves, offering promising prospects for in-situ conversion inChina. Investigating the evolution of the mechanical properties of the reservoir and caprock under in-situ high-temperature and confine-ment conditions is of considerable importance. Compared to conventional mechanical experiments on rock samples after high-temperat-ure treatment, in-situ high-temperature experiments can more accurately characterize the behavior of rocks in practical engineering,thereby providing a more realistic reflection of their mechanical properties. In this study, an in-situ high-temperature triaxial compressiontesting machine is developed to conduct in-situ compression tests on sandstone at different temperatures(25, 200, 400, 500, and 650℃)and confining pressures(0, 10, and 20 MPa). Based on the experimental results, the temperature-dependent changes in compressivestrength, peak strain, elastic modulus, Poisson's ratio, cohesion, and internal friction angle are thoroughly analyzed and discussed. Resultsindicate that the mass of sandstone gradually decreases as the temperature increases. The thermal conductivity and thermal diffusivity ofsandstone exhibit a linear relationship with temperature. Peak stress decreases as the temperature rises, while it increases with higher con-fining pressures. Notably, the influence of confining pressure on peak stress diminishes at higher temperatures. Additionally, as the tem-perature rises, the Poisson's ratio of sandstone decreases. The internal friction angle also decreases with increasing temperature, with 400℃ acting as the threshold temperature. Interestingly, under uniaxial conditions, the damage stress of sandstone is less affected by tem-perature. However, when the confining pressure is 10 or 20 MPa, the damage stress decreases as the temperature increases. This study en-hances our understanding of the influence of in-situ high-temperature and confinement conditions on the mechanical properties of sand-stone strata. The study also provides valuable references and experimental data that support the development of low-to medium-maturityoil shale resources. 展开更多
关键词 in-situ high temperature mechanical property thermal damage thermomechanical coupling
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Degradation mechanism of coal pillars in an underground coal gasification environment:Bearing capacity,pyrolysis behaviour and pore structure
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作者 Jian Li Jinwen Bai +5 位作者 Guorui Feng Erol Yilmaz Yanna Han Zhe Wang Shanyong Wang Guowei Wu 《International Journal of Mining Science and Technology》 2025年第6期897-912,共16页
Coal pillars are critical supporting structures between underground coal gasification gasifiers.Its bearing capacity and structural stability are severely threatened by high-temperature environments.To elucidate the h... Coal pillars are critical supporting structures between underground coal gasification gasifiers.Its bearing capacity and structural stability are severely threatened by high-temperature environments.To elucidate the high-temperature deterioration mechanism of coal pillars at multiple scales,coal strength features as a function of temperature were investigated via uniaxial compression and acoustic emission equipment.The pyrolysis reaction process and microstructure evolution were characterized via X-ray diffractometer(XRD),scanning electron microscope(SEM),thermogravimetric(TG),Fourier transform infrared spectroscopy(FTIR),and computed tomography(CT)tests.Experimental results reveal a critical temperature threshold of 500℃for severe degradation of the coal bearing capacity.Specifically,both the strength and elastic modulus exhibit accelerated degradation above this temperature,with maximum reductions of 45.53%and 61.34%,respectively.Above 500℃,coal essentially undergoes a pyrolysis reaction under N_(2)and CO_(2)atmospheres.High temperatures decrease the quantity of O_(2)-based functional groups,growing aromaticity and the degree of graphitization.These changes induce dislocation and slip inside the coal crystal nucleus and then lead to deformation of the coal molecular structural units and strain energy generation.This process results in a great increase in porosity.Consequently,the stress deformation of coal increases,transforming the type of failure from brittle to ductile failure.These findings are expected to provide scientific support for UCG rock strata control. 展开更多
关键词 thermal damage Coal pillar Bearing characteristics PYROLYSIS Underground coal gasification
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Shear fracture behavior and fracture fractal characteristics of granite under adverse effect of cyclic heating
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作者 JIANG Tian-qi CHEN Bing +5 位作者 ZHANG Qing-song SHEN Bao-tang BAI Ji-wen LIU Ren-tai CHEN Meng-jun SASAOKA Takashi 《Journal of Central South University》 2025年第9期3405-3426,共22页
Deep geothermal extraction processes expose rock masses to frequent and significant temperature fluctuations. Developing a comprehensive understanding of the shear fracture mechanisms and crack propagation behaviors i... Deep geothermal extraction processes expose rock masses to frequent and significant temperature fluctuations. Developing a comprehensive understanding of the shear fracture mechanisms and crack propagation behaviors in rocks under the influence of cyclic heating is imperative for optimizing geothermal energy extraction. This study encompasses several critical aspects under cyclic heating conditions, including the assessment of stress distribution states, the characterization of two-dimensional fracture paths, the quantitative analysis of three-dimensional damage characteristics on fracture surfaces, and the determination of the fractal dimension of debris generated after the failure of granite. The test results demonstrate that cyclic heating has a pronounced adverse effect on the physical and mechanical properties of granite. Consequently, stress tends to develop and propagate in a direction perpendicular to the two-dimensional fracture path. This leads to an increase in the extent of tensile damage on the fracture surface and accelerates the overall rock failure process. This increases the number of small-sized debris, raises the fractal dimension, and enhances the rock’s rupture degree. In practical enhanced geothermal energy extraction, the real-time monitoring of fracture propagation within the reservoir rock mass is achieved through the analysis of rock debris generated during the staged fracturing process. 展开更多
关键词 progressive thermal damage stress distribution characteristics two-dimensional fracture path three-dimensional fracture surface failure characteristics fractal dimension
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Macro and micro mechanics behavior of granite after heat treatment by cluster model in particle flow code 被引量:8
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作者 Wen-Ling Tian Sheng-Qi Yang Yan-Hua Huang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2018年第1期175-186,共12页
In this paper, a cluster model in particle flow code was used to simulate granite specimens after heat treatment under uniaxial compression. The results demonstrated that micro-cracks are randomly distributed in the s... In this paper, a cluster model in particle flow code was used to simulate granite specimens after heat treatment under uniaxial compression. The results demonstrated that micro-cracks are randomly distributed in the specimen when the temperature is below 300?C, and have partial coalescence when the temperature is up to 450?C, then form macro-cracks when the temperature is above 600?C. There is more inter-granular cracking than intra-granular cracking, and their ratio increases with increasing temperature.The micro-cracks are almost constant when the temperature decreases from 900?C to room temperature, except for quartz α–β phase transition temperature(573?C). The fracture evolution process is obviously affected by these cracks, especially at 600–900?C. Elevated temperature leads to easily developed displacement between the grains, and the capacity to store strain energy becomes weaker, corresponding to the plasticity of granite after heat treatment. 展开更多
关键词 Cluster model GRANITE thermal damage MICRO-CRACK Energy
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