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基于数字岩心动态应力应变模拟的非均匀孔隙介质波致流固相对运动刻画 被引量:13
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作者 朱伟 赵峦啸 +1 位作者 王晨晨 单蕊 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2020年第6期2386-2399,共14页
地震波传播激发的不同尺度的流固相对运动(宏观、中观和微观)是许多沉积岩地层中地震波频散和衰减的主要原因,然而野外观测和试验测量都难以对非均匀多孔介质孔隙压力弛豫物理过程进行精细刻画.通过数字岩石物理技术,本文建立了三个典... 地震波传播激发的不同尺度的流固相对运动(宏观、中观和微观)是许多沉积岩地层中地震波频散和衰减的主要原因,然而野外观测和试验测量都难以对非均匀多孔介质孔隙压力弛豫物理过程进行精细刻画.通过数字岩石物理技术,本文建立了三个典型的数字岩心分别用于表征孔隙结构、岩石骨架和斑状饱和流体引起的非均质性,利用动态应力应变模拟技术计算数字岩心的位移和孔隙流体增量图像.通过分析和比较三个数字岩心的位移和孔隙压力增量图像,细致刻画了发生于非均匀含流体多孔介质内的宏观、中观和微观尺度的流固相对运动:1)宏观尺度的波致孔隙流体流动导致波长尺度上数字岩心不同区域的孔隙压力和位移差异;2)中观尺度的流体流动发生在软层与硬层之间、气层与液层之间;3)微观尺度的流体流动发生在孔隙内部或相邻孔隙之间.数值模拟试验也证明基于数字岩心的动态应力应变模拟技术可以从微观尺度上更好的理解波致孔隙流体流动发生的物理机理,从而为建立岩石骨架、孔隙流体、孔隙结构非均质性和弹性波频散-衰减特征的映射关系奠定基础. 展开更多
关键词 数字岩心 动态应力应变模拟 波致孔隙流体流动 非均匀性
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数字岩心宽频带动态应力应变模拟方法及其对含裂隙致密岩石频散和衰减特征的表征 被引量:8
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作者 朱伟 赵峦啸 王一戎 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2021年第6期2086-2096,共11页
利用数字岩石物理技术表征复杂非均质多孔岩石跨频段的频散和衰减特征对于综合利用多尺度的地球物理数据进行地层非均质性的刻画具有重要的意义.现有的描述波致流体流动引起的频散和衰减效应的数字岩心动态应力应变模拟方法主要为单频... 利用数字岩石物理技术表征复杂非均质多孔岩石跨频段的频散和衰减特征对于综合利用多尺度的地球物理数据进行地层非均质性的刻画具有重要的意义.现有的描述波致流体流动引起的频散和衰减效应的数字岩心动态应力应变模拟方法主要为单频率模拟方法,需要在不同的频率进行多次模拟才能刻画频散和衰减特征.本文提出了宽频带动态应力应变模拟方法,通过给数字岩心加载一个快速趋于恒定的宏观应变,采用波场正演技术求解数字岩心内部流固耦合的应变场和应力场,模拟数字岩心内部的应力松弛过程,从而通过一次模拟计算目标频段范围内连续的频散和衰减曲线.该方法可以成功地用于刻画含裂隙致密岩石挤喷流效应引起的速度频散和衰减特征,并通过数值模拟较为系统地揭示致密地层中控制挤喷流效应的主控物理因素,这些认识也与现有挤喷流效应的理论模型有较好的吻合. 展开更多
关键词 数字岩心 宽频带动态应力应变模拟 频散 衰减 挤喷流
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地下储气库地应力模拟研究与地质完整性评估——以相国寺为例 被引量:15
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作者 赵昱超 罗瑜 +3 位作者 李隆新 周源 李力民 王霞 《地质力学学报》 CSCD 北大核心 2022年第4期523-536,共14页
为保障国家调峰保供需求,目前相国寺地下储气库(以下简称储气库)提出并正在进行扩压增量工程,为有效指导储气库运行上限压力优化,同时确保储气库长期安全运行,亟需对相国寺储气库开展地质体完整性评估。综合地质、地震、测井、动态监测... 为保障国家调峰保供需求,目前相国寺地下储气库(以下简称储气库)提出并正在进行扩压增量工程,为有效指导储气库运行上限压力优化,同时确保储气库长期安全运行,亟需对相国寺储气库开展地质体完整性评估。综合地质、地震、测井、动态监测资料以及各类室内岩芯实验数据,建立相国寺储气库三维静态及四维地质力学模型,分析了储气库地质体地质力学特征,分别对不同气藏孔隙压力特征下的盖层、底托层、断层稳定性进行应力应变模拟及评估。结果表明:梁山组盖层以及韩家店组底托层在储气库运行过程中产生的地层形变量小;5条控藏断层在储气库前期运行及现今注采条件下没有断层活化风险;模拟储气库注入压力高于原始气藏压力6 MPa时,储气库地质体完整性存在失稳风险。研究成果精细定量化评估了储气库在动态应力场影响下的运行安全,对优化储气库运行方案具有重要的指导意义。 展开更多
关键词 相国寺 地下储气库 四维地质力学模型 应力应变模拟 储气库地质体完整性
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Effect of strain hardening and strain softening on welding distortion and residual stress of A7N01-T4 aluminum alloy by simulation analysis 被引量:8
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作者 闫德俊 刘雪松 +2 位作者 李军 杨建国 方洪渊 《Journal of Central South University》 SCIE EI CAS 2010年第4期666-673,共8页
The effect of strain hardening and strain softening behavior of flow stress changing with temperature on welding residual stress, plastic strain and welding distortion of ATN0 1-T4 aluminum alloy was studied by finite... The effect of strain hardening and strain softening behavior of flow stress changing with temperature on welding residual stress, plastic strain and welding distortion of ATN0 1-T4 aluminum alloy was studied by finite simulation method. The simulation results show that the weld seam undergoes strain hardening in the temperature range of 180-250 ℃, however, it exhibits strain softening at temperature above 250 ℃ during welding heating and cooling process. As a result, the strain hardening and strain softening effects counteract each other, introducing slightly influence on the welding residual stress, residual plastic strain and distortion. The welding longitudinal residual stress was determined by ultrasonic stress measurement method for the flat plates of A7N01-T4 aluminum alloy. The simulation results are well accordant with test ones. 展开更多
关键词 strain hardening strain softening plastic strain welding residual stress
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Stress distribution and fatigue life of built-up sleeved backup roll 被引量:1
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作者 朱忠英 孙登月 许石民 《Journal of Central South University》 SCIE EI CAS 2012年第8期2173-2178,共6页
The advantage of built-up sleeved backup roll was described. Based on the stress distribution analysis and simulation for the built-up sleeved backup roll by using finite element method, the effects of roll sleeve thi... The advantage of built-up sleeved backup roll was described. Based on the stress distribution analysis and simulation for the built-up sleeved backup roll by using finite element method, the effects of roll sleeve thickness and shrink range on the stress-strain field were studied. Finally, based on the methodology and strategy of the fatigue analysis, fatigue life of backup roll was estimated by using the stress-strain data obtained through finite element simulation. The results show that roll sleeve thickness and shrink range have a great influence on sleeve stress distribution of built-up sleeved roll. Under the circumstance of ensuring transferring enough torque, the shrink range should be kept small. However, thicker roll sleeve has longer roll service life when the shrink range is constant. 展开更多
关键词 built-up sleeved backup roll stress-strain analysis finite element method shrink range fatigue life
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Constitutive analysis of AZ31 magnesium alloy plate 被引量:1
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作者 余琨 蔡志勇 +2 位作者 王晓艳 史褆 黎文献 《Journal of Central South University》 SCIE EI CAS 2010年第1期7-12,共6页
The plastic deformation simulation of AZ31 magnesium alloy at different elevated temperatures (from 473 to 723 K) was performed on Gleeble-1500 thermal mechanical simulator at the strain rates of 0.01, 0.1, 1, 5 and... The plastic deformation simulation of AZ31 magnesium alloy at different elevated temperatures (from 473 to 723 K) was performed on Gleeble-1500 thermal mechanical simulator at the strain rates of 0.01, 0.1, 1, 5 and 10 s-t and the maximum deformation degree of 80%. The relationship between the flow stress and deformation temperature as well as strain rate was analyzed. The materials parameters and the apparent activation energy were calculated. The constitutive relationship was established with a Zener-Hollomon (Z) parameter. The results show that the flow stress increases with the increase of strain rate at a constant temperature, but it decreases with the increase of deformation temperature at a constant strain rate. The apparent activation energy is estimated to be 129-153 kJ/mol, which is close to that for self-diffusion of magnesium. The established constitutive relationship can reflect the change of flow stress during hot deformation. 展开更多
关键词 AZ31 magnesium alloy hot deformation flow stress constitutive relationship
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Experimental and numerical study on loading rate effects of rock-like material specimens containing two unparallel fissures 被引量:13
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作者 黄彦华 杨圣奇 曾卫 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第6期1474-1485,共12页
A series of laboratory experiments and PFC numerical simulations for rock-like material specimens containing two unparallel fissures were carried out.On the basis of experimental and numerical results,the stress-strai... A series of laboratory experiments and PFC numerical simulations for rock-like material specimens containing two unparallel fissures were carried out.On the basis of experimental and numerical results,the stress-strain curves,mechanical properties,AE events,cracking behavior and energy characteristics were analyzed to reveal the macro-mechanical behavior and meso-mechanism of pre-fissured specimens under different loading rates.Investigated results show that:1)When the loading rate is relatively low,the stress-strain curves show a brittle response.When the loading rate is relatively high,the curve shows a more ductile response.Both of the peak strength and elastic mudulus increase with the increase of loading rate,which can be expressed as power functions.2)Four crack types are identified,i.e.,tensile crack,shear crack,far-field crack and surface spalling.Moreover,the tensile crack,far-field crack and surface spalling are under tensile mechanism,while the shear crack is under shear mechanism.3)The drops of the stress-strain curves all correspond to the crack initiation or coalescence,which is also linked to a sudden increasing in the accumulated micro-crack curve.4)Both of the maximum bond force and energy have the similar trend with the increase of loading rate to peak strength,which indicates that the trend of peak strength can be explained by the meso-mechanics and energy. 展开更多
关键词 rock mechanics two pre-existing fissures strength parameters crack coalescence particle flow simulation
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Mechanism of zonal disintegration phenomenon in enclosing rock mass around deep tunnels
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作者 吴昊 郭志昆 +2 位作者 方秦 张亚栋 柳锦春 《Journal of Central South University》 SCIE EI CAS 2009年第2期303-311,共9页
In order to study the mechanism of the zonal disintegration phenomenon(ZDP),both experimental and theoretical investigations were carried out.Firstly,based on the similarity law,gypsum was chosen as equivalent materia... In order to study the mechanism of the zonal disintegration phenomenon(ZDP),both experimental and theoretical investigations were carried out.Firstly,based on the similarity law,gypsum was chosen as equivalent material to simulate the deep rock mass,the excavation of deep tunnel was modeled by drilling a hole in the gypsum models,two circular cracked zones were measured in the model,and ZDP in the enclosing rock mass around deep tunnel was simulated in 3D gypsum model tests.Secondly, based on the elasto-plastic analysis of the stressed-strained state of the surrounding rock mass with the improved Hoek-Brown strength criterion and the bilinear constitutive model,the maximum stress zone occurred in vicinity of the elastic-plastic interface due to the excavation of the deep tunnel,rock material in maximum stress zone is in the approximate uniaxial loading state owing to the larger tangential force and smaller radial force,the mechanism of ZDP was explained,which lay in the creep instability failure of rock mass due to the development of plastic zone and transfer of the maximum stress zone within the rock mass.Thirdly,the analytical critical depth for the occurrence of ZDP was obtained,which depended on the mechanical indices and stress concentration coefficient of rock mass. 展开更多
关键词 zonal disintegration phenomenon (ZDP) block-hierarchical structure deep tunnel creep instability stress concentration coefficient
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