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Revealing effects of creep damage on high-temperature fatigue behavior for HfNbTiZr refractory high-entropy alloys:Experimental investigation and crystal-plasticity modelling 被引量:1
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作者 Long Xu Hui Chen +6 位作者 Yuefei Jia Dongpeng Wang Shiwei Wu Yandong Jia Gang Wang Zixu Guo Yilun Xu 《Journal of Materials Science & Technology》 2025年第28期134-150,共17页
Refractory high-entropy alloys(RHEAs)are promising for high-temperature applications due to their ex-ceptional mechanical properties at high temperatures.However,limited studies on their high-temperature fatigue behav... Refractory high-entropy alloys(RHEAs)are promising for high-temperature applications due to their ex-ceptional mechanical properties at high temperatures.However,limited studies on their high-temperature fatigue behavior hinder further development.This study systematically investigates the low-cycle fatigue(LCF)behavior of HfNbTiZr RHEA at room temperature(25℃)and elevated temperatures(350,450,and 600℃)through a combination of experimental analyses and dislocation-based damage-coupled crystal plasticity finite element(CPFE)simulations,to unveil the effects of creep damage on LCF behavior at varying temperatures.The results indicate that the LCF life dramatically decreases at an increased tem-perature,shifting from transgranular fatigue damage at lower temperatures(25-350℃)to a dual damage mechanism involving both intergranular fatigue and creep damage at higher temperatures(450-600℃).At 600℃,creep damage notably contributes to the accumulation of geometrically necessary dislocations(GNDs),crack initiation,and propagation at grain boundaries,and thus accelerates LCF failure.Compara-tive CPFE simulations reveal that creep damage significantly contributes to cyclic softening and reduction in elastic modulus,which also amplifies the strain localization under the LCF loading.The contribution of creep damage to the total stored energy density(SED)representing the overall damage increases with temperatures,accounting for 11%at 600℃.Additionally,CPFE simulations indicate that the creep dam-age notably influences the magnitude of GND density localized at grain boundaries.This study provides critical insights into the fatigue damage mechanisms of RHEAs,offering valuable guidance for their ap-plication in high temperatures. 展开更多
关键词 Refractory high-entropy alloys Elevated-temperature low-cycle fatigue Crystal plasticity finite element simulation Fatigue damage mechanisms creep damage effect
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考虑土体剪切和压缩耦合作用的节泡型锚杆蠕变模型研究
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作者 叶新宇 王博 +3 位作者 张升 刘蔚 黄攀 赵炳震 《岩土力学》 北大核心 2026年第1期27-38,共12页
锚杆与土体之间的蠕变是决定锚杆预应力损失规律的关键因素,直接影响着边坡的长期稳定性。与传统锚杆不同,节泡型锚杆作为一种承压型锚杆,其预应力损失计算需要考虑与土体的剪切和压缩蠕变的耦合作用。因此,揭示节泡型锚杆与土体相互作... 锚杆与土体之间的蠕变是决定锚杆预应力损失规律的关键因素,直接影响着边坡的长期稳定性。与传统锚杆不同,节泡型锚杆作为一种承压型锚杆,其预应力损失计算需要考虑与土体的剪切和压缩蠕变的耦合作用。因此,揭示节泡型锚杆与土体相互作用下的独特蠕变机制具有显著研究价值。首先,开展红黏土剪切和压缩蠕变试验,获取其蠕变参数;其次,利用自主研发的模型试验系统,开展节泡型锚杆蠕变特性试验;最后,基于分数阶微积分理论,建立考虑土体剪切和压缩蠕变耦合作用的分数阶节泡型锚杆蠕变模型。结果表明:相比于传统注浆锚杆,节泡型锚杆蠕变的衰减蠕变阶段持续时间较长,且衰减速率较慢;节泡型锚杆在红黏土中发生土体压缩蠕变占总蠕变的90%以上,且随时间增加而增大;建立的考虑土体剪切和压缩耦合蠕变的节泡型锚杆蠕变模型,能较好地描述节泡型锚杆-土体的蠕变行为。研究结果不仅能为新型节泡型预应力锚杆的设计和应用提供理论基础,而且能为节泡型预应力锚杆的服役性能评价提供依据。 展开更多
关键词 节泡型锚杆 剪切与压缩 蠕变 红黏土 耦合作用
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Effect of Cyclic Loading Frequency on Undrained Behaviors of Undisturbed Marine Clay 被引量:16
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作者 陈云敏 姬美秀 黄博 《海洋工程:英文版》 EI 2004年第4期643-651,共9页
Based on a series of cyclic triaxial tests, the effect of cyclic frequency on the undrained behaviors of undisturbed marine clay is investigated. For a given dynamic stress ratio, the accumulated pore water pressure a... Based on a series of cyclic triaxial tests, the effect of cyclic frequency on the undrained behaviors of undisturbed marine clay is investigated. For a given dynamic stress ratio, the accumulated pore water pressure and dynamic strain increase with the number of cycles. There exists a threshold value for both the accumulated pore water pressure and dynamic strain, below which the effect of cyclic frequency is very small, but above which the accumulated pore water pressure and dynamic strain increase intensely with the decrease of cyclic frequency for a given number of cycles. The dynamic strength increases with the increase of cyclic frequency, whereas the effect of cyclic frequency on it gradually diminishes to zero when the number of cycles is large enough, and the dynamic strengths at different frequencies tend to the same limiting minimum dynamic strength. The test results demonstrate that the reasons for the frequency effect on the undrained soil behaviors are both the creep effect induced by the loading rate and the decrease of sample effective confining pressure caused by the accumulated pore water pressure. 展开更多
关键词 cyclic triaxial test undisturbed marine clay effect of cyclic frequency dynamic strain pore water pressure dynamic strength creep effect
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温度效应和收缩徐变效应对小半径曲线连续刚构桥线形控制影响研究
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作者 黄荣杰 宋郁民 刘海明 《山东理工大学学报(自然科学版)》 2026年第2期53-59,共7页
高原高寒环境下,由于昼夜温差大且气候干燥,连续刚构桥的温度效应与收缩徐变效应更加复杂。小半径曲线连续刚构桥采用悬臂浇筑施工,线形控制受温度效应和收缩徐变效应影响显著。以青海省海东市乐都区乐化高速斜沟五号桥为工程背景,利用M... 高原高寒环境下,由于昼夜温差大且气候干燥,连续刚构桥的温度效应与收缩徐变效应更加复杂。小半径曲线连续刚构桥采用悬臂浇筑施工,线形控制受温度效应和收缩徐变效应影响显著。以青海省海东市乐都区乐化高速斜沟五号桥为工程背景,利用Midas Civil建立有限元仿真模型,系统分析了环境湿度变化和停工因素引起的混凝土温度效应和收缩徐变效应对小半径曲线连续刚构桥主梁挠度和应力的影响规律。对悬臂施工过程中线形和应力的理论值与实测值进行对比分析,结果表明:理论线形与实测线形的变化趋势基本一致,最大误差仅为17 mm;桥墩墩顶截面理论应力与实测应力的变化趋势相同,误差较小。研究成果可为寒旱地区小半径曲线连续刚构桥的设计与施工提供参考。 展开更多
关键词 小半径曲线 温度效应 收缩徐变 湿度 线形控制 应力控制
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Numerical Analysis of Dynamical Effects Associated with a Plugging String in a Horizontal Well
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作者 Guangsheng Liu Qingming Gan +4 位作者 WenWu Haitao Yang Yiming Lv Wenhao Cui Wei Lin 《Fluid Dynamics & Materials Processing》 EI 2023年第5期1203-1214,共12页
The finite element method has been applied to simulate the dynamics of a water plugging string in a complex horizontal well of a low-permeability oilfield.The force associated with the pipe string and the packer has b... The finite element method has been applied to simulate the dynamics of a water plugging string in a complex horizontal well of a low-permeability oilfield.The force associated with the pipe string and the packer has been determined under the sucking action of the oil well pump.Such analysis has been conducted for a real drilling well,taking into account the process of lifting,lowering,unblocking and water plugging.Comparison between field measured data and simulation data indicates that the model is reliable and accurate.The packer creep effect under different pressure differences has also been investigated in the framework of the same model. 展开更多
关键词 Water plugging string horizontal well creep effect mechanical water plugging
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温变条件下纤维增强复材加固混凝土连续梁徐变效应分析
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作者 王智慧 蒋文 鲁巧稚 《粘接》 2026年第1期89-93,共5页
研究温变条件下纤维增强复合材料对加固混凝土大跨度连续梁徐变效应的影响,以提升桥梁结构的稳定性。采用碳纤维布作为纤维增强复合材料,通过不同加固方式制作加固混凝土梁样品,并测试温度骤降、冻融循环、持续高温等环境条件进行测试... 研究温变条件下纤维增强复合材料对加固混凝土大跨度连续梁徐变效应的影响,以提升桥梁结构的稳定性。采用碳纤维布作为纤维增强复合材料,通过不同加固方式制作加固混凝土梁样品,并测试温度骤降、冻融循环、持续高温等环境条件进行测试分析。试验结果显示,试验组3中沿着样品纵向方向粘贴两层碳纤维布,再沿着试件横向方向,以“U”形形态粘贴一层碳纤维布,在温度骤降以及冻融循环时的应力值更大,徐变系数更大,持续高温对加固后的混凝土梁影响较小,试验组3加固下碳纤维布的厚度为6 mm时,该混凝土梁展现出更良好的徐变效应。 展开更多
关键词 温变条件 纤维增强 加固混凝土 大跨度 连续梁 徐变效应
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An overview of rhenium effect in single-crystal superalloys 被引量:16
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作者 Ming Huang Jing Zhu 《Rare Metals》 SCIE EI CAS CSCD 2016年第2期127-139,共13页
Nickel-based single-crystal superalloys are the key materials for the manufacturing and development of advanced aeroengines. Rhenium is a crucial alloying element in the advanced nickel-based single-crystal superalloy... Nickel-based single-crystal superalloys are the key materials for the manufacturing and development of advanced aeroengines. Rhenium is a crucial alloying element in the advanced nickel-based single-crystal superalloys for its special strengthening effects. The addition of Re could effectively enhance the creep properties of the single-crystal superalloys; thus, the content of Re is considered as one of the characteristics in different-generation single-crystal superalloys. Owing to the fundamental importance of rhenium to nickel-based single-crystal superalloys, much progress has been made on understanding of the effect of rhenium in the single-crystal superalloys. While the effect of Re doping on the nickelbased superalloys is well documented, the origins of the socalled rhenium effect are still under debate. In this paper,the effect of Re doping on the single-crystal superalloys and progress in understanding the rhenium effect are reviewed. The characteristics of the d-states occupancy in the electronic structure of Re make it the slowest diffusion elements in the single-crystal superalloys, which is undoubtedly responsible for the rhenium effect, while the postulates of Re cluster and the enrichment of Re at the c/c0 interface are still under debate, and the synergistic action of Re with other alloying elements should be further studied.Additionally, the interaction of Re with interfacial dislocations seems to be a promising explanation for the rhenium effect. Finally, the addition of Ru could help suppress topologically close-packed(TCP) phase formation and strengthen the Re doping single-crystal superalloys.Understanding the mechanism of rhenium effect will be beneficial for the effective utilization of Re and the design of low-cost single-crystal superalloys. 展开更多
关键词 Nickel-based single-crystal superalloys Rhenium effect creep Strengthening mechanism Re cluster Interfacial dislocations
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PECULIARITIES OF IRREVERSIBLE STRAINING IN STEP-WISE LOADING, REVERSE AND INVERSE CREEP
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作者 Andrew Rusinko 《Acta Mechanica Solida Sinica》 SCIE EI 2012年第2期152-167,共16页
The paper is concerned with the generalization of synthetic theory to the modeling of phenomena such as the Bauschinger negative effect, creep delay, reverse and inverse creep. Detailed calculations of plastic/creep s... The paper is concerned with the generalization of synthetic theory to the modeling of phenomena such as the Bauschinger negative effect, creep delay, reverse and inverse creep. Detailed calculations of plastic/creep strains are accompanied with the construction of loading surfaces that enhance the understanding of the processes studied. The calculated results show satisfactory agreement with experiments. 展开更多
关键词 plastic deformation primary/steady-state creep the Bauschinger negative effect creep delay reverse creep inverse creep
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Research for time-temperature equivalence effect of rock(Ⅰ):Theory research 被引量:4
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作者 LIU Quan-sheng ZHU Yuan-guang 《岩土力学》 EI CAS CSCD 北大核心 2011年第3期641-646,共6页
In order to know about the rheological properties of rock in a long range of the time scale,method of increasing temperature was brought forward to accelerate the rheological process of rock,which could extend the tim... In order to know about the rheological properties of rock in a long range of the time scale,method of increasing temperature was brought forward to accelerate the rheological process of rock,which could extend the time scale of experimental test data.Firstly,based on the generalized linear viscoelastic constitutive equation with temperature variable,the creep behavior of rock was divided into three types according to the different strain dependences of the time,that is,Hookean deformation,Newtonian flow,and retarded elasticity.Then the general equivalence relationship between time parameter and temperature parameter was derived for each type of strain.Finally,the relation between time parameter and temperature parameter in the whole creep was considered and the general theory of time-temperature equivalence effect(TTEE) of rock was established.This research reveals: ①The temperature effect on the instantaneous strain could be modified through vertical shift.②The key point of the TTEE of Newtonian flow depends on whether in the study of linear viscoelastic behavior of rock change of temperature is completely equivalent to a shift of the logarithmic time scale or not.③By plotting the results of a creep experiment performed at different temperatures and comparing the curves obtained,one can decide whether the rock considered have TTEE.④The TTEE of the whole creep should satisfy that the horizontal shift function of Newtonian flow and retarded elasticity is consentaneous. 展开更多
关键词 《岩土力学》 期刊 摘要 编辑部
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Modeling of Mesoscale Creep Behaviors and Macroscale Creep Responses of Composite Fuels Under Irradiation Conditions
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作者 Jing Zhang Jingyu Zhang +5 位作者 Haoyu Wang Changbing Tang Pan Yuan Chunyu Yin Shurong Ding Yuanming Li 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2022年第6期1040-1054,共15页
A finite-strain homogenization creep model for composite fuels under irradiation conditions is developed and verified,with the irradiation creep strains of the fuel particles and matrix correlated to the macroscale cr... A finite-strain homogenization creep model for composite fuels under irradiation conditions is developed and verified,with the irradiation creep strains of the fuel particles and matrix correlated to the macroscale creep responses,excluding the contributions of volumetric strain induced by the irradiation swelling deformations of fuel particles.A finite element(FE)modeling method for uniaxial tensile creep tests is established with the irradiation effects of nuclear materials taken into account.The proposed models and simulation strategy are numerically implemented to a kind of composite nuclear fuel,and the predicted mesoscale creep behaviors and the macroscale creep responses are investigated.The research results indicate that:(1)the macroscale creep responses and the mesoscale stress and strain fields are all greatly affected by the irradiation swelling of fuel particles,owing to the strengthened mechanical interactions between the fuel particles and the matrix.(2)The effective creep rates for a certain case are approximately two constants before and after the critical fission density,which results from the accelerated fission gas swelling after fuel grain recrystallization,and the effects of macroscale tensile stress will be more enhanced at higher temperatures.(3)The macroscale creep contributions from the fuel particles and matrix depend mainly on the current volume fractions varying with fission density.(4)As a function of the macroscale stress,temperature,initial particle volume fraction and particle fission rate,a multi-variable mathematical model for effective creep rates is fitted out for the considered composite fuels,which matches well with the FE predictions.This study supplies important theoretical models and research methods for the multi-scale creep behaviors of various composite fuels and provides a basis for simulation of the thermal–mechanical behavior in related composite fuel elements and assemblies. 展开更多
关键词 Composite fuels effective irradiation creep rate model Homogenization creep theory Irradiation swelling Large deformation
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T构梁温度和收缩徐变效应对磁浮车-轨-桥耦合振动的影响 被引量:1
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作者 娄会彬 彭也也 +3 位作者 赵春发 冯洋 魏高恒 魏凌云 《铁道建筑》 北大核心 2025年第1期93-98,共6页
T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车... T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车辆动力学模型,仿真计算了考虑T构梁温度和收缩徐变前后,磁浮车辆以20~160 km/h速度通过T构梁时车-轨-桥耦合系统的动力学响应。结果表明:考虑T构梁20℃升温温差和10年收缩徐变后,F轨轨面形成了9.47 mm的静态几何不平顺。磁浮车辆以160 km/h通过T构梁时,F轨竖向振动加速度幅值比不考虑温度、收缩徐变工况下增加显著,增幅为10.0%,轨道梁动挠度和竖向加速度变化甚微,车体竖向加速度增幅为44.2%。车-轨-桥系统动力学响应随车速增加而增大,在160 km/h时取得最大值。梁体最大竖向振动加速度为0.11 m/s^(2),车体最大竖向振动加速度为0.59 m/s~2,悬浮间隙波动幅值达2.53 mm。车辆Sperling平稳性指标随车速提高而增大,最大值为2.42,乘坐舒适性等级仍为优秀。T构梁的温度和收缩徐变主要影响车辆高速运行时的平稳性和舒适性,该T构梁能满足磁浮车辆的安全平稳运营。 展开更多
关键词 T构梁 中低速磁浮车辆 仿真计算 温度和收缩徐变效应 耦合振动
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收缩徐变作用下的大跨度斜拉桥上无砟轨道受力特性
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作者 闫斌 潘雨亭 +1 位作者 娄徐瑞利 曾志平 《交通运输工程学报》 北大核心 2025年第6期90-97,共8页
建立了考虑钢轨、扣件、轨道板、底座板、滑动层、砂浆层、桥梁、摩擦板和端刺等部件的(117.9+240.0+117.9) m高速铁路预应力混凝土矮塔斜拉桥-无砟轨道系统仿真模型;以铁路桥涵规范TB 10002—2017、公路规范JTG 3362—2018和欧洲规范Eu... 建立了考虑钢轨、扣件、轨道板、底座板、滑动层、砂浆层、桥梁、摩擦板和端刺等部件的(117.9+240.0+117.9) m高速铁路预应力混凝土矮塔斜拉桥-无砟轨道系统仿真模型;以铁路桥涵规范TB 10002—2017、公路规范JTG 3362—2018和欧洲规范Eurocode 2为例,首次探讨了无砟轨道收缩徐变效应下高速铁路大跨度矮塔斜拉桥上无缝线路受力特性;分析了存梁时间、混凝土相对湿度等设计参数的影响。研究结果表明:随着服役时间的延长,轨道结构的受力逐渐增大;单独考虑桥梁收缩徐变效应时,钢轨最大拉应力为4.9 MPa,出现在右侧梁端处,最大压应力为5.2 MPa,出现在固结机构附近;单独考虑无砟轨道收缩徐变效应时,钢轨最大拉应力为0.9 MPa,最大压应力为1.1 MPa,均出现在右侧梁端处;同时考虑桥梁和轨道的收缩徐变效应时,钢轨最大拉应力为7.7 MPa,出现在右侧梁端处,最大压应力为6.5 MPa,出现在固结机构附近。延长存梁时间、加强混凝土养护可减小收缩徐变效应对轨道结构的影响。研究结果可为大跨度桥梁与无砟轨道设计提供重要参考。 展开更多
关键词 铁道工程 无砟轨道 有限元分析 收缩徐变效应 斜拉桥
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开采扰动与蠕变作用下煤岩体力学响应特征研究 被引量:2
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作者 程守业 李民晟 高峰 《煤炭工程》 北大核心 2025年第5期171-177,共7页
在煤炭开采过程中,因循环载荷与蠕变导致的叠加损伤累积特征尚不清晰,从而造成动静载组合作用下覆岩卸压位置难以精准确定。为解决这一问题,利用MTS815试验机开展了围压为10 MPa条件下、循环加卸载后不同轴压的蠕变压缩试验。试验结果表... 在煤炭开采过程中,因循环载荷与蠕变导致的叠加损伤累积特征尚不清晰,从而造成动静载组合作用下覆岩卸压位置难以精准确定。为解决这一问题,利用MTS815试验机开展了围压为10 MPa条件下、循环加卸载后不同轴压的蠕变压缩试验。试验结果表明:在循环加载过程中,卸载时弹性模量高于加载过程,泊松比也呈现出相似的变化趋势,且弹性模量和泊松比在加卸载过程中的差距逐渐变小;应力-应变响应在恒定偏应力下具有硬化与软化效应,当偏应力较低时,以三轴抗压强度(TCS)为主的硬化效应十分显著,而当偏应力较高时,软化作用则更为突出;轴向应变率和体积应变率之间的演化特征能够通过负指数函数关系进行详细描述;采动卸压边界处的煤岩体承受着周期性破坏以及持续增加的蠕变应力作用。基于此,可依据煤岩体的蠕变演化规律,选择合适的时机来确定采动卸压边界,进而为应力演化主导的灾害防治工作提供量化参考依据。 展开更多
关键词 采动应力 蠕变速率 疲劳损伤 硬化作用 瓦斯抽采
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考虑剪切效应的钢筋混凝土纤维梁单元徐变分析方法
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作者 邓继华 鲁朵朵 +1 位作者 谭建平 田仲初 《应用力学学报》 北大核心 2025年第6期1330-1339,共10页
基于Euler-Bernoulli梁理论的经典纤维模型忽略了剪切变形给截面带来的影响,为了建立更加精确的钢筋混凝土纤维梁单元徐变分析方法,基于考虑剪切效应的纤维梁单元,根据Timoshenko梁理论,推导了该纤维梁单元的刚度矩阵,利用混凝土徐变分... 基于Euler-Bernoulli梁理论的经典纤维模型忽略了剪切变形给截面带来的影响,为了建立更加精确的钢筋混凝土纤维梁单元徐变分析方法,基于考虑剪切效应的纤维梁单元,根据Timoshenko梁理论,推导了该纤维梁单元的刚度矩阵,利用混凝土徐变分析的初应变法,导出单元徐变等效节点力的有限元列式,最终建立了钢筋混凝土纤维梁单元徐变分析的有限元方法。利用FORTRAN语言编制了计算程序,进行了普通梁与钢筋混凝土梁的弹性分析,以及钢筋混凝土梁的徐变分析,分别与解析解、ABAQUS有限元解以及其他文献解进行了比较。结果表明:该方法在准确计入剪切效应的同时,能清晰界定钢筋与混凝土在钢筋混凝土梁徐变性能中的行为;同时也表明钢筋混凝土梁徐变分析模型中计入钢筋能有效提高计算结果的精度。 展开更多
关键词 钢筋混凝土纤维梁单元 徐变 剪切效应 TIMOSHENKO梁理论 有限元分析
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渗流作用下高陡边坡时效变形特性及演化规律研究
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作者 孙闯 樊佳康 +1 位作者 金淳哲 陶泽 《采矿与安全工程学报》 北大核心 2025年第6期1455-1466,共12页
我国露天煤矿在开采过程中受岩体结构、岩体蠕变和地下水渗流等多种因素影响,边坡经常发生局部变形、垮塌及滑坡,露天矿高陡边坡稳定性问题一直是岩土工程的重难点。为分析渗流作用下露天矿高陡边坡时效变形特性与演化规律、预测边坡稳... 我国露天煤矿在开采过程中受岩体结构、岩体蠕变和地下水渗流等多种因素影响,边坡经常发生局部变形、垮塌及滑坡,露天矿高陡边坡稳定性问题一直是岩土工程的重难点。为分析渗流作用下露天矿高陡边坡时效变形特性与演化规律、预测边坡稳定性,以抚顺西露天矿北帮边坡为研究对象,通过室内试验揭示北帮弱层泥岩试样力学特性与蠕变特性。以伯格斯模型为基础,引入基于Mohr-Coulomb的应变软化非线性塑性元件,将二者串联构建了NBSS泥岩蠕变损伤模型,并采用离散元方法验证了模型的适用性。基于离散元UDEC数值模拟软件,建立北帮边坡精细化数值模型,考虑岩体蠕变和裂隙渗流,模拟北帮边坡在渗流作用影响下的时效变形及演化规律。研究表明:NBSS蠕变损伤模型与室内试验曲线基本吻合,可以较好地反映泥岩蠕变特性;渗流作用与时间效应影响下,边坡逐步向非稳定状态发展,边坡滑移面基本形成,坡体后缘产生张拉裂隙,坡体整体遭受倾覆力矩作用,表现为压缩-倾倒变形机制;渗流作用下边坡时效变形的最大位移在坡脚处,由于下方土体滑移与断层影响,坡顶处也出现不同程度的沉降。模拟结果与现场地质雷达监测结果相符,验证了模拟结论的正确性。 展开更多
关键词 高陡边坡 蠕变损伤模型 渗流作用 离散元 时效变形
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基于围岩蠕变效应的盾构隧道下穿高铁隧道近接施工影响 被引量:2
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作者 王有旗 马国松 +3 位作者 仇文革 黄海昀 张都 艾旭峰 《城市轨道交通研究》 北大核心 2025年第5期175-180,187,共7页
[目的]当围岩具有蠕变特性时,盾构隧道下穿高铁隧道近接施工过程的时间因素不容忽视,近接施工的快慢会影响围岩的时效变形行为,进而影响高铁隧道的轨道沉降。因此,有必要研究围岩蠕变效应下,盾构隧道下穿高铁隧道近接施工过程的影响。[... [目的]当围岩具有蠕变特性时,盾构隧道下穿高铁隧道近接施工过程的时间因素不容忽视,近接施工的快慢会影响围岩的时效变形行为,进而影响高铁隧道的轨道沉降。因此,有必要研究围岩蠕变效应下,盾构隧道下穿高铁隧道近接施工过程的影响。[方法]以长沙轨道交通3号线盾构隧道下穿浏阳河隧道为例,基于Cvisc蠕变模型,采用FLAC 3D有限差分软件进行数值模拟,对比分析围岩在经典弹塑性和蠕变效应下的近接施工影响,分析时间相关因素——盾构隧道掘进速度对近接施工的影响。[结果及结论]泥质粉砂岩含水率的增加,会导致高铁轨道最终沉降变形增大,在进行蠕变效应分析时,需重视围岩的含水状态。考虑围岩蠕变效应后,高铁轨道的沉降变形在开挖过程中呈现出一定的滞后性,围岩蠕变效应有利于近接施工过程中的高铁轨道变形控制。随着盾构掘进速度的加快,高铁轨道沉降变形的滞后性越明显。在近接施工过程中,可充分利用围岩的蠕变效应,采取“快挖,快支护”,实现以“时间换空间”的目的,为后续轨道的沉降变形控制争取更多的安全裕量。 展开更多
关键词 轨道交通 盾构隧道 近接施工 围岩蠕变效应
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Statistical Modeling of Pin Gauge Dimensions of Root of Gas Turbine Blade in Creep Feed Grinding Process
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作者 Ahmad Reza Fazeli 《Engineering(科研)》 2010年第8期635-640,共6页
Creep feed grinding is a recently invented process of material handling. It combines high quality of the piece surface, productivity, and the possibility of automatic control. The main objectives of this research is t... Creep feed grinding is a recently invented process of material handling. It combines high quality of the piece surface, productivity, and the possibility of automatic control. The main objectives of this research is to study the influences of major process parameters and their interactions of creep feed grinding process such as wheel speed, workpiece speed, grinding depth, and dresser speed on the pin gauge dimensions of root of gas turbine blade by design of experiments (DOE). Experimental results are analyzed by analysis of variance (ANOVA) and empirical models of pin gauge dimensions of root are developed. The study found that higher wheel speed along with slower workpiece speed, lower grinding depth and higher dresser speed, cause to obtain best conditions for pin gauge dimensions of root. 展开更多
关键词 creep FEED GRINDING PIN GAUGE dimension Analysis of Variance Regression Interactive effect
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考虑硬化和损伤效应的砂岩蠕变模型研究 被引量:1
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作者 鲁明星 杨斌 +1 位作者 田帅 潘金宝 《地下空间与工程学报》 北大核心 2025年第5期1505-1513,共9页
为了研究硬化效应和损伤效应的共同作用对岩石蠕变特性的影响,以西原模型为基础,引入能反映屈服强度随时间强化的硬化函数和反映岩石蠕变过程中力学性能劣化的损伤变量,分析瞬时应变和蠕变变形三阶段中硬化和损伤作用机制,建立考虑硬化... 为了研究硬化效应和损伤效应的共同作用对岩石蠕变特性的影响,以西原模型为基础,引入能反映屈服强度随时间强化的硬化函数和反映岩石蠕变过程中力学性能劣化的损伤变量,分析瞬时应变和蠕变变形三阶段中硬化和损伤作用机制,建立考虑硬化效应和损伤效应的砂岩蠕变模型。最终,借助模型曲线与试验曲线的对比分析,对所构建模型的合理性及正确性展开验证。结果表明:硬化和损伤效应的砂岩蠕变模型曲线与试验曲线呈现出较高的吻合度,相关性系数超0.90;相较于西原模型与试验曲线的吻合程度,所构建的模型曲线不仅能更精准地刻画包含加速蠕变的蠕变曲线,它也可以很好地描述衰减蠕变和稳定蠕变的变化规律;所建立的模型可较为全面地反映岩石在蠕变变形全过程硬化效应与损伤效应的共同影响机制。 展开更多
关键词 硬化效应 损伤效应 蠕变特性 西原模型 损伤变量
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填料蠕变性能对高填方明洞减载效果的时效性分析 被引量:2
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作者 王昱杰 李盛 +2 位作者 贾聂宇驰 马莉 王长丹 《应用力学学报》 北大核心 2025年第1期71-80,共10页
为明确高填方明洞采用相对低压实黄土(relatively low-compacted loess,RLC)减载时,回填材料蠕变性能对明洞上方土压力的影响。利用有限差分软件FLAC3D,分析了填料蠕变性能显著(黄土)和不显著(砂砾石)时,RLC减载层所发挥的减载作用,同... 为明确高填方明洞采用相对低压实黄土(relatively low-compacted loess,RLC)减载时,回填材料蠕变性能对明洞上方土压力的影响。利用有限差分软件FLAC3D,分析了填料蠕变性能显著(黄土)和不显著(砂砾石)时,RLC减载层所发挥的减载作用,同时进一步研究了RLC减载层宽度、高度和位置的变化对高填方明洞上方的竖向土压力的长期影响。研究结果表明,填料的蠕变性能对RLC减载层减载效果的时效性影响显著,在蠕变性能不显著的填料中,RLC减载层可以发挥更好的减载效果。填料回填完成时,RLC减载层通过增加明洞顶部的填料相对竖向位移来有效减小明洞顶的竖向土压力。工后,若填料为黄土,RLC减载层及填料的沉降均随时间不断增加,洞顶土压力会随时间增大,RLC减载效果随时间减弱;若填料为砂砾石,仅RLC减载层的变形会随时间增加,洞顶土压力随时间减小,RLC减载能力随时间增大。另外,RLC减载层的几何参数变化对高填方明洞上方土压力的长期影响与填料的蠕变性能密切相关,且存在最优值。以上结果对高填方明洞的长期减载有一定的参考价值。 展开更多
关键词 高填方 相对低压实黄土 减载效应 数值模拟 蠕变 黄土 砂砾石
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考虑徐变效应多腔双钢板混凝土组合剪力墙轴压性能研究
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作者 李霄龙 王鹏 +2 位作者 王永慧 许蔚 李洛克 《四川建筑科学研究》 2025年第1期41-49,共9页
为研究徐变作用下多腔双钢板混凝土组合剪力墙的轴压性能,基于弹性理论和按龄期调整的有效模量法(adjusted effective modulus method,AEMM),推导了多腔双钢板混凝土组合剪力墙长期变形计算公式。采用ANSYS软件建立了考虑徐变效应的多... 为研究徐变作用下多腔双钢板混凝土组合剪力墙的轴压性能,基于弹性理论和按龄期调整的有效模量法(adjusted effective modulus method,AEMM),推导了多腔双钢板混凝土组合剪力墙长期变形计算公式。采用ANSYS软件建立了考虑徐变效应的多腔双钢板混凝土组合剪力墙轴压有限元模型,模拟结果与公式计算结果对比验证了公式的正确性,误差在6%以内。研究表明:徐变引起的应力重分布对构件有较大影响,徐变变形增量随着加载龄期的延长而减小,增大含钢率能有效降低多腔双钢板混凝土组合剪力墙的徐变变形。 展开更多
关键词 组合剪力墙 轴压性能 徐变效应 数值模拟分析
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