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Intermittent disturbance mechanical behavior and fractional deterioration mechanical model of rock under complex true triaxial stress paths 被引量:4
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作者 Zhi Zheng Hongyu Xu +3 位作者 Kai Zhang Guangliang Feng Qiang Zhang Yufei Zhao 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2024年第1期117-136,共20页
Mechanical excavation,blasting,adjacent rockburst and fracture slip that occur during mining excavation impose dynamic loads on the rock mass,leading to further fracture of damaged surrounding rock in three-dimensiona... Mechanical excavation,blasting,adjacent rockburst and fracture slip that occur during mining excavation impose dynamic loads on the rock mass,leading to further fracture of damaged surrounding rock in three-dimensional high-stress and even causing disasters.Therefore,a novel complex true triaxial static-dynamic combined loading method reflecting underground excavation damage and then frequent intermittent disturbance failure is proposed.True triaxial static compression and intermittent disturbance tests are carried out on monzogabbro.The effects of intermediate principal stress and amplitude on the strength characteristics,deformation characteristics,failure characteristics,and precursors of monzogabbro are analyzed,intermediate principal stress and amplitude increase monzogabbro strength and tensile fracture mechanism.Rapid increases in microseismic parameters during rock loading can be precursors for intermittent rock disturbance.Based on the experimental result,the new damage fractional elements and method with considering crack initiation stress and crack unstable stress as initiation and acceleration condition of intermittent disturbance irreversible deformation are proposed.A novel three-dimensional disturbance fractional deterioration model considering the intermediate principal stress effect and intermittent disturbance damage effect is established,and the model predicted results align well with the experimental results.The sensitivity of stress states and model parameters is further explored,and the intermittent disturbance behaviors at different f are predicted.This study provides valuable theoretical bases for the stability analysis of deep mining engineering under dynamic loads. 展开更多
关键词 True triaxial static and disturbance test mechanical properties Failure mechanism and precursor Intermittent disturbance effect Fractional mechanical model
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Effect of neutral polymeric bonding agent on tensile mechanical properties and damage evolution of NEPE propellant
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作者 M.Wubuliaisan Yanqing Wu +3 位作者 Xiao Hou Kun Yang Hongzheng Duan Xinmei Yin 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第2期357-367,共11页
Introducing Neutral Polymeric bonding agents(NPBA) into the Nitrate Ester Plasticized Polyether(NEPE)propellant could improve the adhesion between filler/matrix interface, thereby contributing to the development of ne... Introducing Neutral Polymeric bonding agents(NPBA) into the Nitrate Ester Plasticized Polyether(NEPE)propellant could improve the adhesion between filler/matrix interface, thereby contributing to the development of new generations of the NEPE propellant with better mechanical properties. Therefore,understanding the effects of NPBA on the deformation and damage evolution of the NEPE propellant is fundamental to material design and applications. This paper studies the uniaxial tensile and stress relaxation responses of the NEPE propellant with different amounts of NPBA. The damage evolution in terms of interface debonding is further investigated using a cohesive-zone model(CZM). Experimental results show that the initial modulus and strength of the NEPE propellant increase with the increasing amount of NPBA while the elongation decreases. Meanwhile, the relaxation rate slows down and a higher long-term equilibrium modulus is reached. Experimental and numerical analyses indicate that interface debonding and crack propagation along filler-matrix interface are the dominant damage mechanism for the samples with a low amount of NPBA, while damage localization and crack advancement through the matrix are predominant for the ones with a high amount of NPBA. Finally, crosslinking density tests and simulation results also show that the effect of the bonding agent is interfacial rather than due to the overall crosslinking density change of the binder. 展开更多
关键词 Solid propellant Bonding agent mechanical properties Damage evolution Cohesive-zone model Interface debonding
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Mechanical properties and damage constitutive model of sandstone after acid corrosion and high temperature treatments 被引量:3
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作者 Qijian Chen Youliang Chen +3 位作者 Peng Xiao Xi Du Yungui Pan Rafig Azzam 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2023年第6期747-760,共14页
Aiming at the problem of temperature-mechanics-chemical(T-M-C)action encountered by rocks in underground engineering,sandstone was selected as the sample for acid corrosion treatment at pH 1,3,5 and 7,the acid corrosi... Aiming at the problem of temperature-mechanics-chemical(T-M-C)action encountered by rocks in underground engineering,sandstone was selected as the sample for acid corrosion treatment at pH 1,3,5 and 7,the acid corrosion treated samples were then subjected to high-temperature experiments at 25,300,600,and 900℃,and triaxial compression experiments were conducted in the laboratory.The experimental results show that the superposition of chemical damage and thermal damage has a significant impact on the quality,wave velocity,porosity and compression failure characteristics of the rock.Based on the Lemaitre strain equivalent hypothesis theory,the damage degree of rock material was described by introducing damage variables,and the spatial mobilized plane(SMP)criterion was adopted.The damage constitutive model can well reflect the stress-strain characteristics of the rock triaxial compression process,which verified the rationality and reliability of the model parameters.The experiment and constitutive model analyzed the change law of mechanical properties of rock after chemical corrosion and high temperature thermal damage,which had certain practical significance for rock engineering construction. 展开更多
关键词 Acid corrosion High temperature mechanical properties Damage variable SMP criterion Constitutive model
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Investigating the dynamic mechanical behaviors of polyurea through experimentation and modeling 被引量:17
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作者 Hao Wang Ximin Deng +3 位作者 Haijun Wu Aiguo Pi Jinzhu Li Fenglei Huang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2019年第6期875-884,共10页
Polyurea is widely employed as a protective coating in many fields because of its superior ability to improve the anti-blast and anti-impact capability of structures.In this study,the mechanical properties of polyurea... Polyurea is widely employed as a protective coating in many fields because of its superior ability to improve the anti-blast and anti-impact capability of structures.In this study,the mechanical properties of polyurea XS-350 were investigated via systematic experimentation over a wide range of strain rates(0.001-7000 s^-1)by using an MTS,Instron VHS,and split-Hopkinson bars.The stress-strain behavior of polyurea was obtained for various strain rates,and the effects of strain rate on the primary mechanical properties were analyzed.Additionally,a modified rate-dependent constitutive model is proposed based on the nine-parameter Mooney-Rivlin model.The results show that the stress-strain curves can be divided into three distinct regions:the linear-elastic stage,the highly elastic stage,and an approximate linear region terminating in fracture.The mechanical properties of the polyurea material were found to be highly dependent on the strain rate.Furthermore,a comparison between model predictions and the experimental stress-strain curves demonstrated that the proposed model can characterize the mechanical properties of polyurea over a wide range of strain rates. 展开更多
关键词 POLYUREA Strain rate effect Dynamic mechanical properties Constitutive model
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Mechanical and thermodynamic properties of cubic YH_2 under high pressure:Prediction from first-principles study
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作者 李贞丽 程新路 《Chinese Physics B》 SCIE EI CAS CSCD 2014年第4期450-457,共8页
First-principles calculations are used to investigate the mechanical and thermodynamic properties of cubic YH2 at different pressures and temperatures. The generalized gradient approximation (GGA) with Perdew-Burke-... First-principles calculations are used to investigate the mechanical and thermodynamic properties of cubic YH2 at different pressures and temperatures. The generalized gradient approximation (GGA) with Perdew-Burke-Ernzerhof (PBE) method is used to describe the exchange-correlation energy in the present work. The calculated equilibrium lattice constant a and bulk modulus B are in good accordance with the available experimental values. According to the Born-Huang criteria for mechanical stability, elastic constants are calculated from the strain-induced stress method in a pressure range from 0 to 67.1 GPa. Isotropic wave velocities and sound velocities are discussed in detail. It is found that the Debye temperature decreases monotonically with the increase of pressure and that YH2 has low anisotropy in both longitudinal and shear-wave velocities. The calculated elastic anisotropic factors indicate that YH2 has low anisotropy at zero pressure and that its elastic anisotropy increases as pressure increases. Through the quasi-harmonic Debye model, in which phononic effects are considered, the thermodynamic properties of YH2, such as the relations of (V-Vo)/Vo to the temperature and the pressure, the dependences of heat capacity Cv and thermal expansion coefficient a on temperature and pressure ranging from 0 to 2400 K and from 0 to 65 GPa, respectively, are also discussed. 展开更多
关键词 YH2 density functional theory mechanical properties thermodynamic properties quasi-harmonicDebye model
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Dynamic Mechanical Characteristics and Damage Evolution Model of Granite
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作者 Shuaifeng Wu Yingqi Wei +2 位作者 Hong Cai Bei Jia Dianshu Liu 《Journal of Beijing Institute of Technology》 EI CAS 2018年第2期302-311,共10页
By using the technique of the split Hopkinson pressure bar( SHPB),impact tests at different stress wavelengths( 0. 8-2. 0 m) and strain rates( 20-120 s^(-1)) were conducted to study the dynamic mechanical prop... By using the technique of the split Hopkinson pressure bar( SHPB),impact tests at different stress wavelengths( 0. 8-2. 0 m) and strain rates( 20-120 s^(-1)) were conducted to study the dynamic mechanical properties and damage accumulation evolution lawof granite. Test results showthat the dynamic compressive strength and strain rate of granite have a significantly exponential correlation;the relationship between peak strain and strain rate is approximately linear,and the increase of wavelengths generally makes the level of peak strain uplift. The multiple-impacts test at a lowstrain rate indicates that at the same wavelength,the cumulative damage of granite shows an exponential increasing form with the increase of strain rate; when keeping the increase of strain rate constant and increasing the stress wavelength,the damage accumulation effect of granite is intensified and still shows an exponential increasing form; under the effect of multiple impacts,the damage development trend of granite is similar overall,but the increase rate is accelerating. Therefore the damage evolution model was established on the basis of the exponential function while the physical meaning of parameters in the model was determined. The model can reflect the effect of the wave parameters and multiple impacts. The validity of the model and the physical meaning of the parameters were verified by the test,which further offer a reference for correlational research and engineering application for the granite. 展开更多
关键词 split Hopkinson pressure bar(SHPB) stress wave parameter dynamic mechanical property damage model
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Modeling of kinetic characteristics of alkaline-surfactant-polymer-strengthened foams decay under ultrasonic standing wave
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作者 Zhi-Hua Wang Xiao-Yu Liu +4 位作者 Hong-Qi Zhang Yong Wang Yun-Fei Xu Bao-Liang Peng Yang Liu 《Petroleum Science》 SCIE CAS CSCD 2022年第4期1825-1839,共15页
Foaming issues are encountered at the stages in crude oil production, transportation, processing, especially in chemical flooding enhanced oil recovery(EOR) oilfields. These accumulated foams would cause a lot of trou... Foaming issues are encountered at the stages in crude oil production, transportation, processing, especially in chemical flooding enhanced oil recovery(EOR) oilfields. These accumulated foams would cause a lot of trouble for downstream operation. The destruction of foams under ultrasonic has been increasingly paying attention in the background of green oilfield development. This study focuses on the decay kinetic characteristics of alkaline-surfactant-polymer-strengthened foams under the ultrasonic standing wave.The performance of the diverse foams was characterized. A decay kinetic model incorporating the energy correlation was developed and validated. The factors that affect the decay kinetic characteristics were discussed. The results indicated that the collapse rate and the collapse volume fraction decreased when the foam size decreased, the gas-liquid ratio decreased and the surface tension increased. Ultrasonic standing wave parameters have a significant impact on the decay behavior of the foam. Both the ultrasonic frequency and ultrasonic amplitude were increased by 50%, the collapse volume fraction of foams increased by about 1.25 times in the identical irradiation time. The relative deviation between the measured results and the model prediction was less than 10%. The potential collapse mechanism was also explained using the principle of energy correlation of foam surface. This study is not only beneficial to provide a robust and rigorous way to defoam of produced liquid in the alkaline/surfactant/polymer(ASP)flooding EOR process but also meaningful to well understand the decay process of oil-based foams. 展开更多
关键词 foaming performance Energy correlation model Decay kinetic Collapse mechanism ASP flooding Ultrasonic standing wave
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泡沫镍/树脂多孔复合材料的压缩强度和比强度
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作者 刘培生 程瑜扬 +2 位作者 程伟 陈斌 李翔宇 《材料工程》 北大核心 2025年第3期153-158,共6页
对泡沫镍(平均孔径约为2.7 mm,孔隙率为93.1%)孔棱进行环氧树脂覆层复合,获得孔棱呈复层结构的泡沫镍/树脂多孔复合材料。对所得复合样品进行压缩性能实验,重点分析复合体的机械强度。结果表明:复合样品的压缩强度和比强度均显著高于原... 对泡沫镍(平均孔径约为2.7 mm,孔隙率为93.1%)孔棱进行环氧树脂覆层复合,获得孔棱呈复层结构的泡沫镍/树脂多孔复合材料。对所得复合样品进行压缩性能实验,重点分析复合体的机械强度。结果表明:复合样品的压缩强度和比强度均显著高于原泡沫镍。当泡沫镍(体密度ρr约0.6 g·cm^(-3))施加覆层制成泡沫镍/树脂复合样品(体密度约0.72~0.82 g·cm^(-3))后,其压缩强度从0.75 MPa提高到2.24~2.68 MPa,其对应比强度从1.23 MPa·cm^(3)·g^(-1)提高到3.09~3.27 MPa·cm^(3)·g^(-1)。复合样品的压缩强度与孔隙率符合基于八面体模型理论得出的对应数理关系。根据对应力学模型可知,复合样品整体失效由孔棱芯部优先破坏造成。 展开更多
关键词 多孔材料 泡沫金属 多孔复合材料 泡沫金属复合材料 力学性能 压缩强度
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冻融循环作用下灰岩和石英岩力学特性及损伤本构模型试验研究
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作者 刘先峰 王通 +3 位作者 李建国 袁胜洋 侯召旭 张俊 《中国铁道科学》 北大核心 2025年第1期1-14,共14页
针对季冻区岩体工程中岩石的冻融劣化问题,选取具有代表性的灰岩和石英岩为试验对象,通过冻融循环试验、单轴压缩试验以及SEM扫描电镜试验对岩石的孔隙率、宏-细观破坏特征、力学特性以及能量演化规律进行研究。根据典型岩石的应力-应... 针对季冻区岩体工程中岩石的冻融劣化问题,选取具有代表性的灰岩和石英岩为试验对象,通过冻融循环试验、单轴压缩试验以及SEM扫描电镜试验对岩石的孔隙率、宏-细观破坏特征、力学特性以及能量演化规律进行研究。根据典型岩石的应力-应变曲线,基于Lemaitre平面应变理论和统计理论,将冻融循环作用产生的损伤效应耦合到损伤本构模型中,考虑压密段的影响,根据岩石的损伤本构方程和试验曲线特点分2段拟合本构方程。结果表明:冻融循环作用更易加剧高孔隙率灰岩的风化;随着冻融次数的增加,灰岩和石英岩的抗压强度均服从指数衰减;模型曲线的峰值点与试验曲线的峰值点较为接近,分段损伤本构模型与试验得到的曲线吻合较好,该损伤本构模型以及参数选取是正确可靠的。 展开更多
关键词 岩石工程 冻融循环 力学特性 能量演化 损伤本构模型
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BFRP/AA5052胶粘接头力学性能及工艺参数影响研究
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作者 王大勇 崔俊佳 +3 位作者 王绍螺 王书豪 蒋浩 李光耀 《汽车工程》 北大核心 2025年第2期356-366,375,共12页
本文研究了胶粘剂、基材和尺寸等重要参数对玄武岩纤维增强塑料(BFRP)-铝合金(AA5052)和BFRP-BFRP单搭接胶粘接头力学性能的影响。基于响应面分析法(RSM)建立了工艺参数(AA5052基板厚度、搭接区长度、加载方向与玄武岩纤维主方向的夹角... 本文研究了胶粘剂、基材和尺寸等重要参数对玄武岩纤维增强塑料(BFRP)-铝合金(AA5052)和BFRP-BFRP单搭接胶粘接头力学性能的影响。基于响应面分析法(RSM)建立了工艺参数(AA5052基板厚度、搭接区长度、加载方向与玄武岩纤维主方向的夹角)对接头机械性能影响的预测模型。结果表明胶粘接头的强度和刚度受到被粘基材的屈服强度和刚度影响,BFRP-BFRP胶粘接头具有更高的峰值载荷,而BFRP-AA5052胶粘接头的整体刚度更大。使用脆性结构胶可以显著提升胶粘接头的强度和断裂吸收能,最高分别达到了57.4%与1 128.5%。引入了剪切强度Y作为评估胶粘剂强度利用率的评价指标,基于RSM建立了Y的强度预测模型,得到了具有良好显著性的回归方程,并对最佳工艺参数的区间进行了预测。根据强度预测模型分析了工艺参数的耦合作用,发现纤维方向与接头强度呈负相关,而搭接区长度和铝合金基板厚度与接头强度呈正相关。综合考虑接头强度、胶粘剂使用成本和轻量化效果,应使加载方向和纤维主方向一致,并控制搭接区长度在20-25 mm区间内,AA5052基板的厚度在2-2.5 mm区间内。本文为BFRP-AA5052胶粘结构在载运装备中的应用提供了理论和数据支持。 展开更多
关键词 玄武岩纤维 铝合金 胶粘接头 工艺参数 力学性能 预测模型
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碱腐蚀环境对FRP筋力学性能退化的影响
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作者 张海霞 张业帅 +1 位作者 朱晓飞 夏卫军 《沈阳建筑大学学报(自然科学版)》 北大核心 2025年第2期179-190,共12页
研究碱腐蚀环境下玄武岩纤维复合材料(BFRP)筋和玻璃纤维复合材料(GFRP)筋的力学性能退化机理及腐蚀机理,并基于Fick定律,提出碱腐蚀环境下FRP筋的抗拉强度预测模型。对60个FRP筋试件进行碱腐蚀后的拉伸性能试验,分析试件的受力过程、... 研究碱腐蚀环境下玄武岩纤维复合材料(BFRP)筋和玻璃纤维复合材料(GFRP)筋的力学性能退化机理及腐蚀机理,并基于Fick定律,提出碱腐蚀环境下FRP筋的抗拉强度预测模型。对60个FRP筋试件进行碱腐蚀后的拉伸性能试验,分析试件的受力过程、破坏形态和微观形貌。碱腐蚀后BFRP筋多发生炸裂式破坏,GFRP筋多发生劈裂式破坏;碱腐蚀90d是FRP筋力学性能变化的分界点,腐蚀90d前树脂基体发生腐蚀,抗拉强度和弹性模量下降较少,腐蚀90d后纤维与基体界面和纤维发生腐蚀,FRP筋的抗拉强度和弹性模量下降明显;由于玻璃纤维的亲水能力强于玄武岩纤维,GFRP筋的吸湿性能和腐蚀速率高于BFRP筋;将FRP筋抗拉强度模型预测值与试验结果相对比,两者吻合较好。碱腐蚀环境下FRP筋的力学性能均随着腐蚀时间增加而降低,FRP筋抗拉强度的退化主要与纤维-树脂的界面脱粘和纤维损伤有关,而弹性模量的下降主要受纤维类型及其损伤情况所决定。 展开更多
关键词 FRP筋 碱腐蚀环境 力学性能 吸湿率 抗拉强度预测模型
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基于损伤比强度理论的约束钢纤维混凝土塑性-损伤模型及应用
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作者 丁发兴 邓亦南 吴霞 《东南大学学报(自然科学版)》 北大核心 2025年第1期89-97,共9页
为建立钢纤维混凝土(SFRC)三轴塑性-损伤模型(CDP),采用普通混凝土三轴塑性-损伤模型构建方法,对已有钢纤维混凝土单轴力学性能试验数据库进行整理分析,提出适用于不同钢纤维体积分数下混凝土立方体抗压强度、轴心抗压强度、轴心抗拉强... 为建立钢纤维混凝土(SFRC)三轴塑性-损伤模型(CDP),采用普通混凝土三轴塑性-损伤模型构建方法,对已有钢纤维混凝土单轴力学性能试验数据库进行整理分析,提出适用于不同钢纤维体积分数下混凝土立方体抗压强度、轴心抗压强度、轴心抗拉强度、弹性模量、受压峰值应变与受拉峰值应变的统一计算公式以及钢纤维混凝土单轴受压、受拉应力-应变骨架曲线和卸载刚度表达式。根据钢纤维混凝土损伤比强度理论,推荐了塑性-损伤模型中的三轴强度及其他参数,提出约束钢纤维混凝土三轴塑性-损伤模型。结果表明,在钢筋钢纤维混凝土简支梁静力加载、短柱轴压加载以及悬臂柱低周反复加载的有限元模型分析中,所提模型的计算结果与试验结果符合良好。 展开更多
关键词 钢纤维混凝土 力学性能 塑性-损伤模型 有限元分析
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外掺氧化镁二氧化碳泡沫水泥性能优化研究
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作者 丰土根 李子旭 +3 位作者 郑彬 张宏伟 王海波 张箭 《新型建筑材料》 2025年第4期90-95,共6页
针对二氧化碳养护技术在建筑材料中存在的高成本和操作复杂问题,提出了一种创新方法,即利用二氧化碳作为气体源,同步进行内外碳化,以实现二氧化碳的有效固定。通过正交试验与极差分析确定了最优发泡剂配方,分别选用非离子型表面活性剂(T... 针对二氧化碳养护技术在建筑材料中存在的高成本和操作复杂问题,提出了一种创新方法,即利用二氧化碳作为气体源,同步进行内外碳化,以实现二氧化碳的有效固定。通过正交试验与极差分析确定了最优发泡剂配方,分别选用非离子型表面活性剂(T)、多糖类高分子化合物(H)作为发泡剂和稳泡剂,浓度分别为4 g/L与5 g/L;并通过全面试验找到了最适水灰比(1∶2)与泡浆比(2∶1),使材料的抗压强度达到5.30 MPa,密度为1.209 g/cm3;此外,掺入15%氧化镁显著提升了二氧化碳泡沫水泥的早期强度,终凝时间缩短至8.7 h,泌水率降低至2.5%,显著优化了材料性能,为二氧化碳养护技术在建筑材料中的应用提供了新的视角和解决方案。 展开更多
关键词 二氧化碳泡沫 正交试验 发泡配比 氧化镁 泡沫水泥 力学性能
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机器学习辅助增材制造材料和部件力学性能评价研究进展
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作者 王皞 王百涛 +3 位作者 高帅龙 刘建荣 李述军 吉海宾 《航空制造技术》 北大核心 2025年第7期40-55,共16页
随着增材制造技术的不断发展,越来越多的增材制造材料和部件被应用于航空航天、汽车制造、医疗器械等领域。然而,传统的力学性能评价方法试验耗时长、成本高、数据量有限,难以有效评估增材制造材料和部件的复杂力学性能。机器学习技术... 随着增材制造技术的不断发展,越来越多的增材制造材料和部件被应用于航空航天、汽车制造、医疗器械等领域。然而,传统的力学性能评价方法试验耗时长、成本高、数据量有限,难以有效评估增材制造材料和部件的复杂力学性能。机器学习技术通过高效的数据处理、多变量分析和特征提取,为增材制造材料和部件的力学性能评价提供了一种新颖且高效的解决方案。本文综述了机器学习在增材制造材料和部件力学性能评价中的最新研究进展,介绍了增材制造技术及其在力学性能评价中的挑战,探讨了机器学习在拉伸、压缩、疲劳、蠕变等性能以及断裂韧性评价中的具体应用。机器学习方法通过提高预测精度、降低试验成本、加快评价速度,有效克服了传统方法的局限性。最后,列举了机器学习在增材制造领域存在的若干挑战和待解决的问题,并对未来的研究方向进行了展望。 展开更多
关键词 增材制造(AM) 性能评价 力学性能 机器学习 预测模型
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AISI 4340钢靶大塑性模型及断裂起始模型参数研究
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作者 李祥辉 张兴渝 +4 位作者 胡家豪 刘洋 马伯翰 王永刚 蒋招绣 《兵工学报》 北大核心 2025年第1期299-314,共16页
钢靶侵彻是一种典型的大塑性变形过程,靶材本构与损伤模型的构建是实现有限元模拟的重要前提。针对AISI 4340钢进行不同应力状态、应变率的静动态试验以及多层靶的侵彻试验。为实现钢靶侵彻的有限元模拟,引入能描述材料在大塑性应变阶段... 钢靶侵彻是一种典型的大塑性变形过程,靶材本构与损伤模型的构建是实现有限元模拟的重要前提。针对AISI 4340钢进行不同应力状态、应变率的静动态试验以及多层靶的侵彻试验。为实现钢靶侵彻的有限元模拟,引入能描述材料在大塑性应变阶段(即颈缩后)应力-应变响应的Swift-Voce混合塑性模型,以及同时考虑含应力三轴度、Lode角参数、应变率、温度的拓展Hosford-Coulomb断裂起始模型。在模型参数标定中,基于试验数据和有限元模拟进行塑性模型的参数标定;在构建误差函数以及单纯形法的线性规划算法基础上标定断裂起始模型的参数;通过建立准静态拉伸试验、动态拉伸试验和侵彻试验的有限元模型,对塑性和断裂起始模型参数进行反演验证。研究结果表明:AISI 4340钢表现出明显的应变率强化和热软化效应;新构建的本构与损伤模型能够准确预测钢靶材料的变形与断裂行为,且在侵彻试验模拟中与试验结果较为吻合。 展开更多
关键词 钢靶 力学性能 塑性模型 断裂起始模型 有限元模拟 侵彻
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不锈钢材料高温力学性能与本构模型
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作者 邢哲 全坤韬 +2 位作者 毋凯冬 范圣刚 王元清 《东南大学学报(自然科学版)》 北大核心 2025年第2期410-417,共8页
不锈钢材料的高温力学性能是研究不锈钢结构抗火性能的基础。不锈钢作为一种高性能钢材,相较于普通碳钢,具有非线性强、无明显屈服点和屈服平台、应变硬化显著以及抗火性能优异等特性。基于一组不锈钢的高温材性试验,综合大量国内外不... 不锈钢材料的高温力学性能是研究不锈钢结构抗火性能的基础。不锈钢作为一种高性能钢材,相较于普通碳钢,具有非线性强、无明显屈服点和屈服平台、应变硬化显著以及抗火性能优异等特性。基于一组不锈钢的高温材性试验,综合大量国内外不锈钢材料的高温力学性能试验结果,对不同牌号的不锈钢进行分组,并给出了较为准确的不锈钢材料力学性能的高温折减系数及相关计算公式。基于我国《不锈钢结构技术规程》(CECS 410—2015)中不锈钢材料的常温本构模型,提出了不锈钢材料的高温本构模型,并利用该组不锈钢材料的高温力学性能试验结果对模型的准确性加以验证。结果显示,该模型预测结果总体相对准确,可为我国后续不锈钢结构抗火性能的研究和设计提供参考依据。 展开更多
关键词 不锈钢 高温 材料力学性能 折减系数 本构模型
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地层侧压力系数对盾构隧道双层衬砌结构力学特性影响模型试验研究
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作者 马晓斌 王士民 +1 位作者 刘畅 钟美昀 《岩土工程学报》 北大核心 2025年第4期725-735,共11页
当今盾构隧道的建设规模愈发庞大,洞身穿越的地层复杂多变,单层管片衬砌结构往往难以满足隧道安全性和耐久性要求,由此双层衬砌结构得到了更加广泛的关注。为探究不同地层中盾构隧道双层衬砌结构的适用性,依托广深客运专线狮子洋盾构隧... 当今盾构隧道的建设规模愈发庞大,洞身穿越的地层复杂多变,单层管片衬砌结构往往难以满足隧道安全性和耐久性要求,由此双层衬砌结构得到了更加广泛的关注。为探究不同地层中盾构隧道双层衬砌结构的适用性,依托广深客运专线狮子洋盾构隧道工程,通过相似模型试验,以侧压力系数(0.5,0.6,0.7,0.8)为指标对比分析了不同地层条件下双层衬砌结构力学特性的变化规律。试验结果表明:地层侧压力系数增大,双层衬砌整体更加趋于静水压力场状态,管片衬砌与二次衬砌极限轴力值增大,弹塑性临界点与内力突变点滞后。当侧压力系数从0.5增至0.8时,双层衬砌的极限承载能力提升了66.39%,最大径向位移从15.17 mm减小为9.45 mm,管片衬砌侧向位移受限,二次衬砌辅助管片衬砌承载能力提升。高地层侧压力条件下管片衬砌裂纹发育程度下降,局部掉块现象减少,双层衬砌整体结构的可靠性提升。 展开更多
关键词 盾构隧道 双层衬砌 模型试验 侧压力系数 力学特性
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抗拔型三向隔震支座恢复力模型与力学性能研究
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作者 刘彦伟 吴涛 +3 位作者 彭涛 郝玉军 郭进 王军文 《三峡大学学报(自然科学版)》 北大核心 2025年第3期66-73,共8页
传统隔震支座不具备竖向隔震能力,且抗拔能力较差,基于水平隔震与竖向隔震功能分离的思想,设计了一种具有抗拔功能的三向隔震支座.阐明了抗拔型三向隔震支座的基本构造与工作原理,对其水平、竖向恢复力模型进行理论分析,并建立实体有限... 传统隔震支座不具备竖向隔震能力,且抗拔能力较差,基于水平隔震与竖向隔震功能分离的思想,设计了一种具有抗拔功能的三向隔震支座.阐明了抗拔型三向隔震支座的基本构造与工作原理,对其水平、竖向恢复力模型进行理论分析,并建立实体有限元模型,对支座的水平、竖向滞回性能及抗拔性能进行参数影响研究.结果表明:抗拔型三向隔震支座在水平和竖向均表现出优异的滞回性能.水平耗能与竖向压力、滑移幅值、摩擦系数呈正相关,水平等效刚度及阻尼比随竖向压力、摩擦系数增大而增大;竖向耗能与预压量、加载幅值呈正相关,竖向等效刚度随预压量的增加而增大,但随着加载幅值的增加而减小.抗拔装置发挥作用时,在设计竖向位移内抗拔刚度为零,但当抗拔位移达到设计位移后抗拔刚度可达415 kN/mm,在上拔力达到871 kN前,抗拔装置各部件均未屈服,表明支座抗拔能力较强. 展开更多
关键词 抗拔型三向支座 恢复力模型 数值模拟 力学性能 减隔震支座
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团簇式设计600℃/856 MPa级Ti-Al-Sn-Zr-Mo-Nb-Ta-W-Si铸态高温钛合金
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作者 黄晓宁 王岑阳 +2 位作者 朱智浩 刘田雨 董闯 《航空材料学报》 北大核心 2025年第2期53-65,共13页
近α型高温钛合金室温抗拉强度一般小于1200 MPa,600℃高温抗拉强度不超过750 MPa。在近α型高温钛合金Ti65团簇式α-{[Al-Ti_(12)](AlTi_(2))}_(12)+β-{[Al-Ti_(14)](Mo_(0.08)Si_(0.4)Nb_(0.1)Ta_(0.32)W_(0.14)Sn_(0.96)Zr_(1))}5... 近α型高温钛合金室温抗拉强度一般小于1200 MPa,600℃高温抗拉强度不超过750 MPa。在近α型高温钛合金Ti65团簇式α-{[Al-Ti_(12)](AlTi_(2))}_(12)+β-{[Al-Ti_(14)](Mo_(0.08)Si_(0.4)Nb_(0.1)Ta_(0.32)W_(0.14)Sn_(0.96)Zr_(1))}5基础上,本工作将β-Ti结构单元中的元素部分替换,用Zr元素取代部分Ti元素,以提升β相高温稳定性,从而改变α和β相团簇式比例,设计出成分式为α-{[Al-Ti_(12)](AlTi_(2))}x+β-{[Al-Ti_(13)Zr_(1)](Mo_(0.12)_(5)Si_(0.5)Nb_(0.125)Ta_(0.5)W_(0.25)Sn_(0.5)Zr_(1))}(17-x)(x=11、12、13和14)系列合金,其铸态组织为板条α相与残余β相组成的网篮组织。随着β相团簇个数增加,α相片层逐渐变细,抗拉强度升高。其中,当x=11时,合金名义成分为Ti-5.3Al-2.5Sn-7.6Zr-0.5Mo-0.5Nb-3.8Ta-0.6Si-1.9W(质量分数),室温抗拉强度高达1334 MPa,分别比锻造态IMI834和ZTi65合金提高28%和21%,断后伸长率仅为1.3%,低于锻造态IMI834和ZTi65合金。该合金在600°C高温抗拉强度为856 MPa,分别比锻造态IMI834和ZTi65合金提高26%和37%,断后伸长率相同。 展开更多
关键词 钛合金 团簇加连接原子模型 成分设计 显微组织 力学性能
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INCLINED LAMINAL COMBINATION MODEL OF 3D BRAIDED COMPOSITES
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作者 周光明 王鑫伟 乔新 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 1995年第1期8-14,共7页
As an advanced composite material, the 3D braided composite has received more and more attention in foreign countries. However, it has received less attention in China. The geometric unit cell which can describe the b... As an advanced composite material, the 3D braided composite has received more and more attention in foreign countries. However, it has received less attention in China. The geometric unit cell which can describe the basic structure and the relationship between the braiding angle and geometric parameters of the fabric and fiber volume ratio are given in this paper based on two 3D braiding processes, namely, the four-step and the twostep ones. Several existing mechanical models to predict groperties of the 3D braided comPOsites are discussed and their shortcomings are pointed out herein. Then a new model called the inclined laminal combination model is proposed, which is based on the classical laminated plate theory and can predict the basic mechanical behavior of the two 3D braided composites with four-step or two-step braid. In the model, each yarn in the unit cell is regarded as an inclined laminate and then a 3D analysis is performed. It is found that the predicted mechanical properties of the 3D braided composites by the proposed model are compared well with the experimental data. 展开更多
关键词 COMPOSITES mechanical properties unit cell mechanical model 3D braided
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