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Flow behaviour constitutive model of CuCrZr alloy and 35CrMo steel based on dynamic recrystallization softening effect under elevated temperature 被引量:2
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作者 HUANG Yuan-chun LI Ming +2 位作者 MA Cun-qiang XIAO Zheng-bing LIU Yu 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第6期1550-1562,共13页
In order to study the effect of dynamic recrystallization on the metal flow behavior during thermal deformation,the elevated temperature compression experiments of CuCrZr alloy and 35CrMo steel are carried out using G... In order to study the effect of dynamic recrystallization on the metal flow behavior during thermal deformation,the elevated temperature compression experiments of CuCrZr alloy and 35CrMo steel are carried out using Gleeble-3810 thermal simulator.It is proved that the samples underwent obvious dynamic recrystallization behavior during thermal deformation by microstructure observation of deformed specimens.The size of recrystallized grains increases as the temperature improved and the strain rate decreased.Meanwhile,the net softening rate caused by dynamic recrystallization is determined based on the stress-dislocation relationship.It can be found that the value of net softening rate increases quadratically as the Z parameter decreases,and the dynamic recrystallization net softening rate of CuCrZr alloy and 35CrMo steel are calculated to be 21.9%and 29.8%,respectively.Based on the dynamic recrystallization softening effect proposed,the novel elevated temperature flow constitutive models of two different alloys are proposed,and the related parameters are well defined and solved in detail.The predicted values of the obtained models are agreed well with the experimental values. 展开更多
关键词 CuCrZr alloy 35CrMo steel dynamic recrystallization dynamic recrystallization softening effect high temperature flow constitutive model
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Predicting the electromechanical properties of small caliber projectile impact igniter using PZT dynamic damage constitutive model considering crack propagation 被引量:1
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作者 Rui-zhi Wang Zhi-qiang Wang +5 位作者 En-ling Tang Lei Li Guo-lai Yang Chun Cheng Li-ping He Ya-fei Han 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2023年第10期121-135,共15页
Block piezoelectric ceramics(PZTs)are often used in impact igniters to provide activation energy for electric initiators.Under the action of strong impact stress,PZTs release electric energy accompanied by crack initi... Block piezoelectric ceramics(PZTs)are often used in impact igniters to provide activation energy for electric initiators.Under the action of strong impact stress,PZTs release electric energy accompanied by crack initiation,propagation and crushing.At present,the electrical output performance of PZTs in projectile is usually calculated by quasi-static piezoelectric equation without considering the dynamic effect caused by strong impact and the influence of crack propagation on material properties.So the ignition parameters are always not accurately predicted.To tackle this,a PZT dynamic damage constitutive model considering crack propagation is established based on the dynamic impact test and the crack propagation theory of brittle materials.The model is then embedded into the ABAQUS subroutine and used to simulate the electromechanical response of the impact igniter during the impact of a small caliber projectile on the target.Meanwhile,the experiments of projectile with impact igniter impact on the target are carried out.The comparison between experimental and numerical simulation results show that the established dynamic damage model can effectively predict the dynamic electromechanical response of PZTs in the missile service environment. 展开更多
关键词 Piezoelectric ceramics IMPACT IGNITER dynamic damage constitutive model Electromechanical response
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Perforation studies of concrete panel under high velocity projectile impact based on an improved dynamic constitutive model
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作者 Fei Zhou Hao Wu Yuehua Cheng 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2023年第9期64-82,共19页
The finite-depth concrete panels have been widely applied in the protective structures,and its impact resistance and dynamic fracture failures,especially the scabbing/perforation limits,under high velocity projectile ... The finite-depth concrete panels have been widely applied in the protective structures,and its impact resistance and dynamic fracture failures,especially the scabbing/perforation limits,under high velocity projectile impact,are mainly concerned by protective engineers,which are numerically studied based on an improved dynamic concrete model in this study.Firstly,based on the framework of the KCC(Karagozian&Case concrete)model,a dynamic concrete model is proposed which considers an independent tensile damage model and a continued transition between dynamic tensile and compressive properties.Secondly,the strength surface,equation of state and damage parameters of the proposed model are comprehensively calibrated by a triaxial compressive test with high confinement pressure,the rationality of which is further verified based on the single element tests,e.g.,uniaxial and triaxial compression as well as uniaxial,biaxial and triaxial tension.Thirdly,a series of projectile high velocity impact tests on thin and thick concrete panels are simulated,which indicates that the projectile residual velocity and dynamic fracture failures are reproduced satisfactorily,while the KCC model underestimates both the spalling and scabbing dimensions severely.Finally,based on the validated concrete model and finite element analyses approach,the validations of the existing five empirical formulae are evaluated,in terms of the depth of penetration(DOP)and scabbing/perforation limits of concrete panel.Both the Army corps of engineers(ACE)and modified National Defense Research Committee(NDRC)formulae are recommended in the design of the protective structure to avoid scabbing failure. 展开更多
关键词 Concrete panel PROJECTILE dynamic fracture Scabbing limit 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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Hot deformation behavior and constitutive modeling of Q345E alloy steel under hot compression 被引量:6
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作者 钱东升 彭亚亚 邓加东 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第2期284-295,共12页
Q345E as one of typical low alloy steels is widely used in manufacturing basic components in many fields because of its eminent formability under elevated temperature. In this work, the deformation behavior of Q345E s... Q345E as one of typical low alloy steels is widely used in manufacturing basic components in many fields because of its eminent formability under elevated temperature. In this work, the deformation behavior of Q345E steel was investigated by hot compression experiments on Gleeble-3500 thermo-mechanical simulator with the temperature ranging from 850 ℃ to 1150 ℃ and strain rate ranging from 0.01 s-1 to 10 s-1. The experimental results indicate that dynamic softening of Q345E benefits from increasing deformation temperature and decreasing strain rate. The mathematical relationship between dynamic softening degree and deformation conditions is established to predict the dynamic softening degree quantitatively, which is further proved by some optical microstructures of Q345E. In addition, the experimental results also reveal that the stress level decreases with increasing deformation temperature and decreasing strain rate. The constitutive equation for flow stress of Q345E is formulated by Arrihenius equation and the modified Zener-Hollomon parameter considering the compensation of both strain and strain rate. The flow stress values predicted by the constitutive equation agree well with the experimental values, realizing the accurate prediction of the flow stress of Q345E steel under hot deformation. 展开更多
关键词 hot deformation behavior dynamic softening flow stress constitutive model
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Damage and failure rule of rock undergoing uniaxial compressive load and dynamic load 被引量:21
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作者 左宇军 李夕兵 +3 位作者 周子龙 马春德 张义平 王卫华 《Journal of Central South University of Technology》 EI 2005年第6期742-748,共7页
For understanding the damage and failure rule of rock under different uniaxial compressive loads and dynamic loads, tests on red sandstone were carried out on Instron 1342 electro-servo controlled testing system with ... For understanding the damage and failure rule of rock under different uniaxial compressive loads and dynamic loads, tests on red sandstone were carried out on Instron 1342 electro-servo controlled testing system with different uniaxial compressive loads of 0, 2, 4 and 6 MPa. It is found that peak stress, peak strain, elastic modulus and total strain energy decrease with the increase of static compressive stress. Based on the test results, the mechanism on damage and failure of rock was analyzed, and according to the equivalent strain hypothesis, a new constitutive model of elastic-plastic damage was established, and then the calculated results with the established model were compared with test results to show a good agreement. Furthermore the rule of releasing ratio of damage strain energy was discussed. 展开更多
关键词 uniaxial static compressive load dynamic load DAMAGE constitutive model ENERGY
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Numerical simulation of dynamic fracture properties of rocks under different static stress conditions 被引量:7
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作者 LIANG Zheng-zhao QIAN Xi-kun +1 位作者 ZHANG Ya-fang LIAO Zhi-yi 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第2期624-644,共21页
When underground cavities are subjected to explosive stress waves,a uniquely damaged zone may appear due to the combined effect of dynamic loading and static pre-load stress.In this study,a rate-dependent two-dimensio... When underground cavities are subjected to explosive stress waves,a uniquely damaged zone may appear due to the combined effect of dynamic loading and static pre-load stress.In this study,a rate-dependent two-dimensional rock dynamic constitutive model was established to investigate the dynamic fractures of rocks under different static stress conditions.The effects of the loading rate and peak amplitude of the blasting wave under different confining pressures and the vertical compressive coefficient(K_(0))were considered.The numerical simulated results reproduced the initiation and further propagation of primary radial crack fractures,which were in agreement with the experimental results.The dynamic loading rate,peak amplitude,static vertical compressive coefficient(K_(0))and confining pressure affected the evolution of fractures around the borehole.The heterogeneity parameter(m)plays an important role in the evolution of fractures around the borehole.The crack propagation path became more discontinuous and rougher in a smallerheterogeneity parameter case. 展开更多
关键词 rock mechanics coupled static and dynamic loading numerical simulation rate-dependent damage constitutive model
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Dynamic recrystallization behavior and kinetics of high strength steel 被引量:3
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作者 吴光亮 周超洋 刘新彬 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第5期1007-1014,共8页
The dynamic recrystallization behavior of high strength steel during hot deformation was investigated.The hot compression test was conducted in the temperature range of 950-1150 °C under strain rates of 0.1,1 and... The dynamic recrystallization behavior of high strength steel during hot deformation was investigated.The hot compression test was conducted in the temperature range of 950-1150 °C under strain rates of 0.1,1 and 5 s-1.It is observed that dynamic recrystallization(DRX) is the main flow softening mechanism and the flow stress increases with decreasing temperature and increasing strain rate.The relationship between material constants(Q,n,α and ln A) and strain is identified by the sixth order polynomial fit.The constitutive model is developed to predict the flow stress of the material incorporating the strain softening effect and verified.Moreover,the critical characteristics of DRX are extracted from the stress-strain curves under different deformation conditions by linear regression.The dynamic recrystallization volume fraction decreases with increasing strain rate at a constant temperature or decreasing deformation temperature under a constant strain rate.The kinetics of DRX increases with increasing deformation temperature or strain rate. 展开更多
关键词 flow stress dynamic recrystallization kinetics high strength steel constitutive model material constants
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Dynamic compressive response of porcine muscle measured using a split Hopkinson bar system with a pair of PVDF force transducers 被引量:2
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作者 Yao-ke Wen Liang Xu +2 位作者 Ai-jun Chen Fang-dong Dong Bin Qin 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2023年第10期298-305,共8页
The classic metallic Split Hopkinson Pressure Bar(SHPB)cannot capture the transmitted signal accurately when measuring soft biological tissue,because of the very low wave impedance and strength of this material.So the... The classic metallic Split Hopkinson Pressure Bar(SHPB)cannot capture the transmitted signal accurately when measuring soft biological tissue,because of the very low wave impedance and strength of this material.So the dynamic compressive response of porcine muscle has been investigated by using a modified SHPB.The forces on both ends of the sample measured using Polyvinylidene fluor(PVDF)transducers were applied to calculate the stress in the specimen instead of the strain gauge signal on the transmitted bar.Moreover,a circular cardboard disk pulse shaper was applied for generating a suitable incident pulse to achieve stress equilibrium and constant strain rates in the specimens.Then,the dynamic mechanical properties of porcine muscle parallel and perpendicular to the fiber directions were measured,and the stress equilibrium process during loading was analyzed,as well as the inertia-induced extra stress being corrected.Furthermore,quasi-static tests were conducted at two different strain rates to investigate the strain rate dependence using a universal material testing machine.The results show that the stress-strain curves are sensitive to strain rate in the two different loading directions.The compressive stress perpendicular to the fiber direction is stiffer than that parallel to the fiber direction.In addition,a strain rate-dependent constitutive model was developed based on the mechanical response of the muscle at different strain rates and fitted to the experimental data.The results show that the overall fit is good,and the constitutive model could describe the muscle's dynamic mechanical properties. 展开更多
关键词 PVDF Hopkinson bar Porcine muscle dynamic mechanical properties constitutive model
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基于有限状态机实现Davidenkov本构模型的研究
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作者 董正方 李浩杰 +1 位作者 王永锋 金德印 《地震工程学报》 北大核心 2025年第2期351-360,共10页
为解决传统编程方法在实现非线性本构模型时的可维护性差、二次开发困难等问题,基于有限状态机(FSM)原理,提出状态模式驱动和数表驱动的两种编程实现方法;通过对两种编程方法的对比,认为FSM结合数表驱动的方法更适合编写非线性本构程序... 为解决传统编程方法在实现非线性本构模型时的可维护性差、二次开发困难等问题,基于有限状态机(FSM)原理,提出状态模式驱动和数表驱动的两种编程实现方法;通过对两种编程方法的对比,认为FSM结合数表驱动的方法更适合编写非线性本构程序;随后对Davidenkov本构模型滞回曲线进行修正,提出两种滞回曲线构造形式:指向失效点型和指向修正点型。改进的Davidenkov本构模型纠正了“n倍法”模型在失效后,剪应变反向达到上限,而剪应变未进入失效状态的缺点,使得改进的Davidenkov本构模型在模拟土动应力-应变关系时更加合理,尤其是指向失效点模型在多次加卸载作用下,对土体剪切刚度的模拟情况更为精确;为验证基于FSM编制的本构程序具有可维护性强、二次开发简单等特点,依据FSM结合数表驱动的方法编制了Davidenkov及其修正的本构模型程序,以验证该方法的有效性与正确性。 展开更多
关键词 岩土动力学 非线性本构模型 有限状态机 Davidenkov本构模型 二次开发
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基于绝对节点坐标法下不同模型的柔性板力学特性分析
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作者 伍松 曲汉龙 +4 位作者 赵鑫 伍炜 罗淇译 符黄彬 牛彩云 《机床与液压》 北大核心 2025年第8期182-191,共10页
为了研究柔性板结构在不同模型下的动力学特性差异,基于绝对节点坐标法建立大变形柔性板的动力学模型。该方法通过变形梯度和格林-拉格朗日应变描述结构的运动以及变形,采用斜率矢量替代传统有限元法中的转角坐标,可有效求解大位移、大... 为了研究柔性板结构在不同模型下的动力学特性差异,基于绝对节点坐标法建立大变形柔性板的动力学模型。该方法通过变形梯度和格林-拉格朗日应变描述结构的运动以及变形,采用斜率矢量替代传统有限元法中的转角坐标,可有效求解大位移、大转动及大变形问题。基于绝对节点坐标法理论框架,对比分析线弹性和超弹性本构模型(薄板和全参数板单元、基于Mooney-Rivlin和Neo-Hookean本构模型的超弹性板)的力学特性。通过连续介质力学推导了单元广义弹性力矩阵与切线刚度矩阵,进而构建系统动力学方程。最后通过MATLAB软件分析线弹性模型和超弹性模型,得到了不同激励条件及材料模量对柔性板动力学行为的影响规律。仿真结果表明:当线弹性板受到外部激励时,三轴位移曲线较为吻合,超弹性板位移曲线存在一定差异,材料模量的增大使得两种板的变形减小,结构更加稳定,线弹性板及超弹性板模型对于大变形动力学问题都具有一定的适用性。 展开更多
关键词 绝对节点坐标法 动力学模型 大变形 超弹性本构模型
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胶结砂砾石料的动力特性及损伤本构模型
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作者 张涛 任红磊 武颖利 《水利水运工程学报》 北大核心 2025年第3期116-126,共11页
胶结砂砾石料是一种新型且具有广泛应用前景的筑坝材料,但对胶结砂砾石料的动力特性缺乏足够的了解。开展了胶结砂砾石料的循环三轴动力剪切试验,探究胶结砂砾石料的动力特性,结果表明围压和胶凝掺量均会影响滞回曲线的形态,随围压和胶... 胶结砂砾石料是一种新型且具有广泛应用前景的筑坝材料,但对胶结砂砾石料的动力特性缺乏足够的了解。开展了胶结砂砾石料的循环三轴动力剪切试验,探究胶结砂砾石料的动力特性,结果表明围压和胶凝掺量均会影响滞回曲线的形态,随围压和胶凝掺量的增大,动剪模量增大、阻尼比减小。在广义Kelvin模型上串联损伤元件,构建了动力损伤本构模型,根据能量交互原理定义损伤变量D,并修正动剪模量和阻尼比的理论公式,推导得出损伤本构模型的刚度矩阵,该模型对胶结砂砾石料三轴动力剪切试验具有良好的拟合效果。并以某胶结砂砾石坝为例,讨论了坝体在动力荷载作用下的加速度响应及损伤分布规律。所建立的胶结砂砾石料动力损伤模型简洁实用,参数较少且物理意义明确,可用于胶结砂砾石坝的动力响应研究和震损评估。 展开更多
关键词 胶结砂砾石料 动剪切模量 阻尼比 损伤特性 动力本构模型
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海上风机大直径嵌岩单桩非线性动力特性
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作者 贺瑞 金煜 +1 位作者 吉吉 国振 《河海大学学报(自然科学版)》 北大核心 2025年第1期121-130,共10页
以海上风机大直径嵌岩单桩为研究对象,在有限元数值模拟中引入土体非线性黏弹性本构模型与岩体损伤模型分析桩周土体、岩体刚度随应变衰减的特性。结果表明:考虑上部动荷载作用下的桩-土-岩非线性动力相互作用时,桩底嵌岩能有效提高单... 以海上风机大直径嵌岩单桩为研究对象,在有限元数值模拟中引入土体非线性黏弹性本构模型与岩体损伤模型分析桩周土体、岩体刚度随应变衰减的特性。结果表明:考虑上部动荷载作用下的桩-土-岩非线性动力相互作用时,桩底嵌岩能有效提高单桩抵抗变形能力,桩周土体变形量随岩体风化程度增加而增大、随嵌岩深度增加而减小;动荷载相对幅值(动荷载幅值和静力承载力的比值)对单桩动刚度的影响最大,岩体风化程度、单桩嵌岩深度的影响次之;岩体最大损伤常出现在土岩交界面附近,岩体强风化情况下桩底也可能出现轻微损伤;同静载情况相比,动荷载惯性效应会放大岩体损伤量。 展开更多
关键词 大直径嵌岩单桩 黏弹性本构模型 岩体损伤模型 桩土动力相互作用 海上风机
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考虑宏观缺陷的混凝土本构模型及含裂缝隧道衬砌动力损伤特性研究
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作者 孙雅珍 王龙岩 +4 位作者 吴昌宇 王金昌 于阳 袁立凡 祝奉斌 《中国铁道科学》 北大核心 2025年第1期107-119,共13页
目前对隧道衬砌动力响应的研究多聚焦于完好隧道,较少涉及初始宏观裂缝存在时对隧道衬砌结构弱化作用下的动力响应。为研究含裂缝隧道衬砌动力损伤特性,首先,基于塑性损伤本构,理论推导考虑材料弱化的宏观缺陷-外荷载耦合损伤本构模型;... 目前对隧道衬砌动力响应的研究多聚焦于完好隧道,较少涉及初始宏观裂缝存在时对隧道衬砌结构弱化作用下的动力响应。为研究含裂缝隧道衬砌动力损伤特性,首先,基于塑性损伤本构,理论推导考虑材料弱化的宏观缺陷-外荷载耦合损伤本构模型;其次,将宏观损伤度为0,0.2,0.3和0.4时混凝土试件抗拉强度的计算结果与试验结果进行对比,验证本构模型的合理性;然后,采用地层-结构法对土体-隧道-列车相互作用关系进行模拟,引入无限单元边界吸收模型边界处的应力波;最后,通过在完整衬砌结构上预制深度为3.5,7.0和10.5 cm裂缝,并调整模型中的损伤参数,系统地研究衬砌结构在不同裂缝深度下考虑材料弱化作用的动力损伤特性。结果表明:推导得到的本构模型理论计算结果与试验结果最大误差仅为7.3%,模型合理;在不同裂缝深度下,竖向振动加速度和竖向振动速度均呈现出拱顶>边墙>仰拱的规律,且与行车道距离成正相关;裂缝深度由0 cm增加到10.5 cm,衬砌结构拱顶、边墙和仰拱的竖向振动加速度分别增大8.4%,2.7%和5.3%,竖向振动速度分别增大15.1%,17.1%和16.7%;裂缝深度从0 cm增加到10.5 cm,拱顶、边墙和仰拱的最大主应力峰值分别增加22.3%,15.5%和减小9.12%,拱顶的最大主应力峰值在裂缝深度为3.5 cm时超过了仰拱,说明动应力响应受行车道距离和初始宏观裂缝引起的应力集中共同影响;在3种不同裂缝深度下,考虑材料弱化作用下的衬砌损伤度较不考虑时分别增大0.039,0.130和0.165。 展开更多
关键词 地铁隧道 动力响应 初始裂缝 宏观缺陷-外荷载耦合损伤 本构模型 混凝土材料弱化
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冲击荷载作用下冻融红砂岩动力特性及损伤模型
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作者 于洋 江亲财 +3 位作者 王泽华 卢毓崟 郭啟翔 曾慧明 《煤炭学报》 北大核心 2025年第5期2437-2452,共16页
为研究冻融岩石在冲击荷载作用下的动态力学特性和损伤演化特征,以寒区红砂岩为研究对象,开展0、15、30、45、60次冻融循环试验和动态冲击试验,分析了应变率和冻融损伤对红砂岩动态力学特性的影响,在考虑损伤阈值的损伤演化方程基础上,... 为研究冻融岩石在冲击荷载作用下的动态力学特性和损伤演化特征,以寒区红砂岩为研究对象,开展0、15、30、45、60次冻融循环试验和动态冲击试验,分析了应变率和冻融损伤对红砂岩动态力学特性的影响,在考虑损伤阈值的损伤演化方程基础上,基于组合元件模型理论和统计损伤理论构建了冻融红砂岩的损伤黏塑性动态本构模型,并验证了模型的合理性及适用性。结果表明:红砂岩存在冻融循环效应和应变率效应,其动态峰值强度随应变率的增加或冻融循环次数的减少而降低,高应变率对冻融损伤的敏感性越强;引入动态峰值强度损失量γ可以消除冲击荷载作用下的应变率效应,能更直观地反映不同冲击荷载作用下冻融循环对岩石动态峰值强度的影响,冻融45次是损伤阈值点,经过45次之后冻融损伤趋于稳定;冻融与未冻融相比,内部形成了尺度较大的裂纹网络,破坏模式由劈裂向剪切破坏转变,冻融环境下力学特性劣化明显;砂岩的线弹性阶段表现明显在经过冻融循环之后,在D-P破坏准则的基础上,推导出了考虑损伤阈值的损伤演化方程,更具有合理性。基于朱-王-唐本构模型,引入了损伤体构建的黏弹塑性动态本构方程,体现本构模型的全面性;研究建立的动态本构模型很好地反映了红砂岩在受荷变形过程中所表现出的损伤软化、黏弹性和黏塑性等复杂特性,并且也反映出冻融损伤对红砂岩动态力学特性的影响;所得结论可为研究季节性高寒地区岩石的冲击动态破坏提供参考。 展开更多
关键词 冻融循环 动态力学 损伤演化 应变率效应 本构模型
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冲击荷载作用下闪长岩动力学特性和损伤本构研究
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作者 雷涛 钱正昆 +6 位作者 叶海旺 李立峰 余梦豪 康普林 邓毕军 李志 雷丙响 《金属矿山》 北大核心 2025年第3期53-62,共10页
岩石的动力学特性及其损伤演化规律是保证岩体工程高效作业和安全防护的基础性问题。为研究不同应变率下的闪长岩动态力学性能和损伤演化规律,利用分离式霍普金森杆(SHPB)试验系统对闪长岩开展了4种冲击气压下的动态压缩试验,分析了不... 岩石的动力学特性及其损伤演化规律是保证岩体工程高效作业和安全防护的基础性问题。为研究不同应变率下的闪长岩动态力学性能和损伤演化规律,利用分离式霍普金森杆(SHPB)试验系统对闪长岩开展了4种冲击气压下的动态压缩试验,分析了不同应变率下闪长岩的动力学特性、破碎形态和破碎块度分布规律;基于Weibull统计函数和统一强度理论,建立了闪长岩动态损伤本构模型,并利用Weibull分布参数m、F_(0)和应变率的相关关系对建立的损伤本构模型进行了合理修正。结果表明:闪长岩动力学特性具有显著的率相关性,动态强度增长因子(DIF)和应变率的立方根(ε^(1/3))呈线性正相关,软化因子(K)和ε^(1/3)呈线性负相关;破碎体形态主要为类圆锥状、细粒状和粉末状,并且破碎程度随应变率(ε)增大逐渐加深,碎块中细粒状和粉末状的质量占比随ε增大逐渐加大;平均破碎粒径和能量利用率随ε增加线性减小,能耗密度随ε增加呈多项式函数递增;修正后的动态损伤本构模型与试验曲线具有较好的一致性,能较准确地描述冲击作用下的闪长岩应力—应变曲线变化规律。 展开更多
关键词 闪长岩 SHPB 动力学特性 破碎特征 动态损伤本构模型
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对数动态骨架本构模型的多维实现及其在ABAQUS中的应用
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作者 董青 陈苏 +4 位作者 李小军 董云 陈亚东 周正华 朱俊 《岩土工程学报》 EI CAS 北大核心 2025年第1期192-199,共8页
对数动态骨架本构以对数函数作为骨架曲线,引入“修正动骨架曲线”和“阻尼比退化系数”的概念,考虑试验阻尼对滞回曲线的影响,实现试验阻尼和滞回阻尼在数学上自洽的非线性动力本构。该本构只适用于一维土层场地时域非线性地震反应分... 对数动态骨架本构以对数函数作为骨架曲线,引入“修正动骨架曲线”和“阻尼比退化系数”的概念,考虑试验阻尼对滞回曲线的影响,实现试验阻尼和滞回阻尼在数学上自洽的非线性动力本构。该本构只适用于一维土层场地时域非线性地震反应分析。基于对数动态骨架本构函数关系式,给出对数动态骨架参数的求解方法,并推导出加卸载曲线的时变切线剪切模量。通过ABAQUS软件的操作平台和等效剪应变算法,开发了基于对数动态骨架本构模型的显式子程序模块,该模型适用于二维和三维土层场地非线性地震反应分析。选取含软弱淤泥质土层场地作为计算模型,将从基岩输入不同加速度峰值的EI centro地震动的数值模拟结果进行对比,验证可考虑土体阻尼效应的对数动态骨架本构以及开发子程序的合理性和可用性。 展开更多
关键词 对数动骨架本构 阻尼比 场地地震反应 时变切线剪切模量
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30SiMnCrMoVE动态压缩力学行为及本构关系研究
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作者 吴江 凌文辉 +5 位作者 王占学 何勇攀 王琳 徐康杰 郭宝俊 李玉华 《热加工工艺》 北大核心 2025年第10期124-128,共5页
为了获得冲压增程弹发动机壳体材料30SiMnCrMoVE的动态力学性能及本构关系,利用拉伸试验机及霍普金森压杆对30SiMnCrMoVE钢进行了准静态及应变率498~4752 s^(-1)下的动态压缩试验。结果表明:30SiMnCrMoVE钢在低应变率状态下呈现出良好... 为了获得冲压增程弹发动机壳体材料30SiMnCrMoVE的动态力学性能及本构关系,利用拉伸试验机及霍普金森压杆对30SiMnCrMoVE钢进行了准静态及应变率498~4752 s^(-1)下的动态压缩试验。结果表明:30SiMnCrMoVE钢在低应变率状态下呈现出良好的弹塑性,材料的平均流变应力由498 s^(-1)应变率时的1869 MPa升高至4752 s^(-1)应变率时的1950 MPa。随着应变率的增加,材料的流变应力先增大后保持不变,而冲击吸收功先增加后减少,最后趋于稳定。当应变率超过3600 s^(-1)时,材料发生断裂,并获得了不同应变率下应变率敏感因子和应变率之间的影响关系。利用Cowper-Symonds(C-S)本构模型对试验结果进行拟合,得到本构模型与试验结果数据误差小于3%。因此,该C-S本构模型能够真实反应材料的动态响应行为。 展开更多
关键词 30SiMnCrMoVE钢 动态响应 应变敏感因子 本构模型
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宽温域下Talc/NR复合材料的力学性能及本构分析
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作者 雷经发 沈俊杰 +2 位作者 刘涛 王璐 赵晨霞 《塑料》 北大核心 2025年第1期52-57,共6页
为研究滑石(Talc)/天然橡胶(NR)复合材料在冲击载荷下的力学性能,采用万能材料试验机及分离式Hopkinson压杆(SHPB)实验装置对3种不同含量的Talc/NR复合材料在常温(20℃)下进行准静态压缩实验及宽温域(20~140℃)、高应变率(2000~4000 s^(... 为研究滑石(Talc)/天然橡胶(NR)复合材料在冲击载荷下的力学性能,采用万能材料试验机及分离式Hopkinson压杆(SHPB)实验装置对3种不同含量的Talc/NR复合材料在常温(20℃)下进行准静态压缩实验及宽温域(20~140℃)、高应变率(2000~4000 s^(-1))下的动态压缩实验,并且,分别采用朱-王-唐(ZWT)模型及Mooney-Rivlin模型与Maxwell单元组合模型对实验数据进行拟合。结果表明,材料在准静态及动态压缩下具有较好的应变率效应,在动态压缩过程中,产生了明显的应变硬化现象;当温度由20℃升高至60、100、140℃时,硬度60 A试样在应变率为3000 s^(-1)时的峰值应力由45.367 MPa递减至34.367、23.200及16.069 MPa,表现出明显的温度效应;与ZWT模型相比,组合模型在曲线硬化阶段拟合效果较好,并且,能体现材料温度效应,适用于表征材料在宽温域高应变率下的力学行为。 展开更多
关键词 Talc/NR 复合材料 宽温域 静动态力学性能 本构模型
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循环爆破作用下锁固型岩质边坡的累积损伤效应及稳定性分析
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作者 刘康琦 刘红岩 +2 位作者 霍泽楠 薛雷 张光雄 《爆炸与冲击》 北大核心 2025年第4期150-162,共13页
岩石中存在许多微裂纹和微孔洞,这些微裂纹和微孔洞在动荷载作用下会萌生、扩展和聚并,导致岩石失稳和破坏。在进行爆破开挖时,预留岩体会受到循环爆破产生的动荷载影响,产生累积损伤,从而导致岩体强度降低,甚至破坏。为了模拟这一物理... 岩石中存在许多微裂纹和微孔洞,这些微裂纹和微孔洞在动荷载作用下会萌生、扩展和聚并,导致岩石失稳和破坏。在进行爆破开挖时,预留岩体会受到循环爆破产生的动荷载影响,产生累积损伤,从而导致岩体强度降低,甚至破坏。为了模拟这一物理过程,将现有的能够较好地描述岩石动态损伤的岩石动态损伤本构模型通过二次开发嵌入到FLAC中,用于分析锁固型岩质边坡在循环爆破作用下的损伤效应及稳定性。结果表明:考虑岩质边坡累积损伤效应后,随着循环爆破次数的增加,边坡稳定性逐渐降低。对于锁固型岩质边坡,锁固段的破坏首先发生在两端,然后向中间扩散,岩体在其中呈现递进破坏模式。由于考虑了岩质边坡的累积损伤,每次爆破后边坡的安全系数都会减小。当不考虑累积损伤时,边坡的安全系数基本不变。另外,锁固段在软弱夹层中的位置影响边坡的破坏模式和稳定性。因此,在进行类似工程活动时,应考虑岩体的累积损伤效应,避免工程事故的发生。 展开更多
关键词 循环爆破 累积损伤 动态损伤本构模型 二次开发 锁固段
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