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Lightweight multifunctional metamaterial with low-frequency vibroacoustic reduction and load-bearing performances
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作者 Qi JIA Dianlong YU +1 位作者 Donghai HAN Jihong WEN 《Applied Mathematics and Mechanics(English Edition)》 2025年第3期403-422,共20页
Metamaterials can control and manipulate acoustic/elastic waves on a subwavelength scale using cavities or additional components.However,the large cavity and weak stiffness components of traditional metamaterials may ... Metamaterials can control and manipulate acoustic/elastic waves on a subwavelength scale using cavities or additional components.However,the large cavity and weak stiffness components of traditional metamaterials may cause a conflict between vibroacoustic reduction and load-bearing capacity,and thus limit their application.Here,we propose a lightweight multifunctional metamaterial that can simultaneously achieve low-frequency sound insulation,broadband vibration reduction,and excellent load-bearing performance,named as vibroacoustic isolation and bearing metamaterial(VIBM).The advent of additive manufacturing technology provides a convenient and reliable method for the fabrication of VIBM samples.The results show that the compressive strength of the VIBM is as high as 9.71 MPa,which is nearly 87.81%higher than that of the conventional grid structure(CGS)under the same volume fraction.Moreover,the vibration and sound transmission are significantly reduced over a low and wide frequency range,which agrees well with the experimental data,and the reduction degree is obviously larger than that obtained by the CGS.The design strategy can effectively realize the key components of metamaterials and improve their application scenarios. 展开更多
关键词 multifunctional metamaterial low-frequency sound insulation broadband vibration reduction load bearing
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Improved Guide-Weight method for multi-material topology optimization under inertial loads based on the alternating active-phase algorithm
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作者 Zihao Meng Yiru Ren 《Acta Mechanica Sinica》 2025年第8期138-148,共11页
The application of multi-material topology optimization affords greater design flexibility compared to traditional single-material methods.However,density-based topology optimization methods encounter three unique cha... The application of multi-material topology optimization affords greater design flexibility compared to traditional single-material methods.However,density-based topology optimization methods encounter three unique challenges when inertial loads become dominant:non-monotonous behavior of the objective function,possible unconstrained characterization of the optimal solution,and parasitic effects.Herein,an improved Guide-Weight approach is introduced,which effectively addresses the structural topology optimization problem when subjected to inertial loads.Smooth and fast convergence of the compliance is achieved by the approach,while also maintaining the effectiveness of the volume constraints.The rational approximation of material properties model and smooth design are utilized to guarantee clear boundaries of the final structure,facilitating its seamless integration into manufacturing processes.The framework provided by the alternating active-phase algorithm is employed to decompose the multi-material topological problem under inertial loading into a set of sub-problems.The optimization of multi-material under inertial loads is accomplished through the effective resolution of these sub-problems using the improved Guide-Weight method.The effectiveness of the proposed approach is demonstrated through numerical examples involving two-phase and multi-phase materials. 展开更多
关键词 Topology optimization Improved Guide-Weight method alternating active-phase algorithm Inertial loads Multi-material
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Diagnosing ratio of electron density to collision frequency of plasma surrounding scaled model in a shock tube using low-frequency alternating magnetic field phase shift
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作者 吴明兴 谢楷 +3 位作者 刘艳 徐晗 张宝 田得阳 《Chinese Physics B》 SCIE EI CAS CSCD 2024年第5期519-530,共12页
A non-contact low-frequency(LF)method of diagnosing the plasma surrounding a scaled model in a shock tube is proposed.This method utilizes the phase shift occurring after the transmission of an LF alternating magnetic... A non-contact low-frequency(LF)method of diagnosing the plasma surrounding a scaled model in a shock tube is proposed.This method utilizes the phase shift occurring after the transmission of an LF alternating magnetic field through the plasma to directly measure the ratio of the plasma loop average electron density to collision frequency.An equivalent circuit model is used to analyze the relationship of the phase shift of the magnetic field component of LF electromagnetic waves with the plasma electron density and collision frequency.The applicable range of the LF method on a given plasma scale is analyzed.The upper diagnostic limit for the ratio of the electron density(unit:m^(-3))to collision frequency(unit:Hz)exceeds 1×10^(11),enabling an electron density to exceed 1×10^(20)m^(-3)and a collision frequency to be less than 1 GHz.In this work,the feasibility of using the LF phase shift to implement the plasma diagnosis is also assessed.Diagnosis experiments on shock tube equipment are conducted by using both the electrostatic probe method and LF method.By comparing the diagnostic results of the two methods,the inversion results are relatively consistent with each other,thereby preliminarily verifying the feasibility of the LF method.The ratio of the electron density to the collision frequency has a relatively uniform distribution during the plasma stabilization.The LF diagnostic path is a loop around the model,which is suitable for diagnosing the plasma that surrounds the model.Finally,the causes of diagnostic discrepancy between the two methods are analyzed.The proposed method provides a new avenue for diagnosing high-density enveloping plasma. 展开更多
关键词 low-frequency alternating magnetic field phase shift shock-tube plasma diagnosis electron density collision frequency
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Evaluation of the dynamic sealing performance of cap rocks of underground gas storage under multi-cycle alternating loads 被引量:5
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作者 Lidong Mi Yandong Guo +3 位作者 Yanfeng Li Daqian Zeng Chunhua Lu Guangquan Zhang 《Energy Geoscience》 EI 2024年第4期125-132,共8页
The static sealing of underground gas storage(UGS),including the integrity of cap rocks and the stability of faults,is analyzed from a macro perspective using a comprehensive geological evaluation method.Changes in po... The static sealing of underground gas storage(UGS),including the integrity of cap rocks and the stability of faults,is analyzed from a macro perspective using a comprehensive geological evaluation method.Changes in pore structure,permeability,and mechanical strength of cap rocks under cyclic loads may impact the rock sealing integrity during the injection and recovery phases of UGS.In this work,the mechanical deformation and failure tests of rocks,as well as rock damage tests under alternating loads,are conducted to analyze the changes in the strength and permeability of rocks under multiple-cycle intense injection and recovery of UGS.Additionally,this study proposes an evaluation method for the dynamic sealing performance of UGS cap rocks under multi-cycle alternating loads.The findings suggest that the failure strength(70%)can be used as the critical value for rock failure,thus providing theoretical support for determining the upper limit of operating pressure and the number of injection-recovery cycles for the safe operation of a UGS system. 展开更多
关键词 alternating load Cap rock Dynamic sealing performance Underground gas storage
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Behaviour of a Moment Resisting Composite Steel and Concrete Joint Under Alternate Loading
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作者 Alberto Zanchettin Bruno Briseghella Tobia Zordan 《施工技术》 CAS 北大核心 2011年第6期93-101,110,共10页
The authors show the results of a study conducted on a joint connecting a concrete column to a composite steel concrete floor,subjected to tension on the beams as a result of the decomposition of sagging bending momen... The authors show the results of a study conducted on a joint connecting a concrete column to a composite steel concrete floor,subjected to tension on the beams as a result of the decomposition of sagging bending moment.The beam to column connection is achieved by means of headed studs welded to the beam and embedded in the concrete cast.Five different configurations have been tested at failure and the results are compared to formulae proposed in literature.Different degrees of ductility,reliability and strength have been obtained varying geometry and reinforcement ratio on the joints tested. 展开更多
关键词 composite steel concrete joint laboratory test analysis alternate loading
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A 6n-Order Low-Frequency Mathematical Model of Multiple Inverters Based Microgrid 被引量:1
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作者 Wei Zhao Erdong Chen +1 位作者 Xiaofeng Sun Lei Qi 《CES Transactions on Electrical Machines and Systems》 2018年第3期264-275,共12页
Microgrid stability analysis is a critical issue especially due to the inverters’low-inertia nature.The voltage and current control loops influences on stability are researched frequently most of which focus on mediu... Microgrid stability analysis is a critical issue especially due to the inverters’low-inertia nature.The voltage and current control loops influences on stability are researched frequently most of which focus on medium and high-frequency characteristic.Although the complete state-space model aims at low-frequency characteristic,it is too complicated and the calculation amount is huge with the scale of the microgrid increasing.One available reduced-order model of an inverter is simple,but it is suitable for only single inverter without network dynamic in microgrid.To fill in these gaps,a novel modeling method is proposed in this paper to investigate the low-frequency instability phenomenon and describe the whole DG connected system including network.In consideration of the high penetration level of induction motor(IM)loads and constant power(CP)loads in practical applications,the low-frequency mathematical model of IM and CP loads on the basis of static load is also built in this paper.Simulation and experimental results verify the effectiveness of the proposed model. 展开更多
关键词 Constant power(CP)load droop control low-frequency stability induction motor(IM)load MICROGRID modeling
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Integrity tests of cement sheath for shale gas wells under strong alternating thermal loads
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作者 Lin Yuanhua Deng Kuanhai +3 位作者 Yi Hao Zeng Dezhi Tang Liang Wei Qi 《Natural Gas Industry B》 2020年第6期671-679,共9页
During large-scale hydraulic fracturing in shale gas horizontal wells,a cement sheath easily loses its integrity due to thefluctuation and continuous change of wellbore temperature and pressure and the cyclic loading ... During large-scale hydraulic fracturing in shale gas horizontal wells,a cement sheath easily loses its integrity due to thefluctuation and continuous change of wellbore temperature and pressure and the cyclic loading and unloading,which will threaten wellbore integrity.In order tofigure out the failure mechanism of cement sheath integrity under strong alternating thermal loads and prevent the failure of cement sheath barriers during large-scale hydraulic fracturing in shale gas horizontal wells,this paper adopted the independently developed experimental device to test and evaluate the sealing integrity and mechanical integrity of the full-scale combination of production casing,cement sheath and intermediate casing under strong alternating thermal loads.And the integrity experimental results of two kinds of full-scale cement sheaths(conventional and high-strength cement sheaths)under three kinds of strong alternating thermal loads(cycle number for the occurrence of discontinuous CO_(2) bubble:4 and 14;cycle number for the occurrence of continuous CO_(2) bubble:5 and 15;alternating thermal load:30-120℃ and 30-150℃)were obtained.And the following research results were obtained.First,alternating thermal load has a significant negative impact on the integrity of cement sheath,and with the increase of alternating temperature and temperature difference,the thermal cycle number characterizing the sealing integrity of cement sheath reduces sharply.Second,the interfacial mechanical property indicators that characterize the shearing force between cement sheath and casing and the axial and radial bonding strength decrease with the increase of the alternating temperature.Third,the micro annulus in cement sheath is mainly caused by discordant deformation between the casing and the cement sheath materials,and the mechanical degradation and deterioration of the set cement induced by the alternating thermal load aggravate the failure of the sealing integrity of cement sheath to a certain degree.In conclusion,the research results can provide a reference for the design of large-scale fracturing in deep shale gas horizontal wells. 展开更多
关键词 Shale gas well Strongly alternating thermal load Cement sheath integrity Temperature difference Production casingecement sheatheintermediate casing Full-scale test Interfacial mechanical property
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Alternate erosion and deposition in the Yangtze Estuary and the future change 被引量:5
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作者 ZHU Boyuan LI Yitian +4 位作者 YUE Yao YANG Yunping LIANG Enhang ZHANG Chuncai BORTHWICK Alistair G.L. 《Journal of Geographical Sciences》 SCIE CSCD 2020年第1期145-163,共19页
The morphological changing trend of the Yangtze Estuary, the largest estuary of Asia, has become a focus of research in recent years. Based on a long series of topographic data from 1950 to 2015, this paper studied th... The morphological changing trend of the Yangtze Estuary, the largest estuary of Asia, has become a focus of research in recent years. Based on a long series of topographic data from 1950 to 2015, this paper studied the erosion-deposition pattern of the entire Yangtze Estuary. An alternation between erosion and deposition was found during the past 65 years, which was in correspondence to the alternation between flood and dry periods identified by multi-year average duration days of high-level water flow (defined as discharge ≥ 60,000 m<sup>3</sup>/s, namely, D<sub>≥60,000</sub>) from the Yangtze River Basin. A quantitative relationship was further developed between the erosional/depositional rate of the Yangtze Estuary and the interpreting variables of yearly water discharge, D<sub>≥60,000</sub> and yearly river sediment load, with contributing rates of 1%, 59% and 40%, respectively. Mechanism behind the alternate erosion and deposition pattern was analyzed by examining residual water surface slope and the corresponding capacity of sediment transport in flood and dry periods. In flood periods, a larger discharge results in steeper slope of residual water level which permits a greater capacity of sediment transport. Therefore, more bed materials can be washed to the sea, leading to erosion of the estuary. In contrast, flatter slope of residual water level occurs in dry periods, and deposition dominates the estuarine area due to the decreased capacity of sediment transport and the increased backwater effect of flood-tide. Coastal dynamics and estuarine engineering projects alter the local morphological changes, but slightly affect the total erosional/depositional rate of the whole estuarine region. Heavy sedimentation within the Yangtze Estuary after the impoundment of the Three Gorges Dam can be attributed to the reduced occurrence frequency of flood years due to water regulation by the dam, and largely (at least 36%-52%) sourced from the sea. Deposition is still possible to occur in the Yangtze Estuary in the future, because the multi-year average D<sub>≥60,000</sub> is unlikely to exceed the critical value of 14 days/yr which corresponds to the future equilibrium state of the Yangtze Estuary, under the water regulation of the large cascade dams in the upper Yangtze. Nevertheless, the mean depositional rate will not surpass the peak value of the past years, since the total sediment load entering the Yangtze Estuary has presented a decreasing trend. 展开更多
关键词 Yangtze Estuary erosion and deposition alternation total sediment load evolutional trend
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基于NS2的改进O-LOAD路由的设计与实现
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作者 戴骏 何通能 +1 位作者 何冬晖 张丽红 《工业控制计算机》 2015年第7期81-82,84,共3页
针对目前LOAD路由存在的个别节点能量消耗过快导致整个网络瘫痪以及路由请求频繁的问题,提出改进OLOAD路由协议,加入能量模型作为路由代价之一并且设计备用路由,当活跃路由失效时,更新备用路由为活跃路由。经过NS2平台对O-LOAD路由进行... 针对目前LOAD路由存在的个别节点能量消耗过快导致整个网络瘫痪以及路由请求频繁的问题,提出改进OLOAD路由协议,加入能量模型作为路由代价之一并且设计备用路由,当活跃路由失效时,更新备用路由为活跃路由。经过NS2平台对O-LOAD路由进行仿真,结果证明O-LOAD路由具备高数据投递率和低路由开销的优点,同时有效延长了网络的生存时间。 展开更多
关键词 load O—load 能量模型 备用路由 NS2
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低渗透砂岩储气库交变载荷条件下近井地带数值模拟提升储层出砂预测准确率 被引量:1
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作者 王治国 张林 +5 位作者 李在顺 田发国 王宁 杨琼警 牛智民 沈志昊 《石油钻采工艺》 北大核心 2025年第3期348-356,372,共10页
枯竭油气藏型储气库在注气和生产阶段都存在出砂现象,对其安全运行构成了巨大的挑战。结合出砂侵蚀准则,基于多孔弹塑性控制方程建立了交变载荷条件下的出砂数值模拟模型,计算了地层孔隙度、渗透率和弹性模量等参数对储气库近井地带出... 枯竭油气藏型储气库在注气和生产阶段都存在出砂现象,对其安全运行构成了巨大的挑战。结合出砂侵蚀准则,基于多孔弹塑性控制方程建立了交变载荷条件下的出砂数值模拟模型,计算了地层孔隙度、渗透率和弹性模量等参数对储气库近井地带出砂的影响规律,分析了储气库近井地带储层在交变载荷条件下的出砂机理。针对Y储气库的模拟结果表明,随着地层水平主应力比的增大,井筒出砂侵蚀的区域逐渐增加,对应的储气库累计出砂量也在增大;累计出砂量与储层渗透率呈正相关,在渗透率较高(大于20.3×10^(−3)μm^(2))的情况下,生产50 d后出砂速率急剧上升,达到1×10^(−4) m^(3)/m以上;在弹性模量较低(小于26.9 GPa)的情况下,出砂速率呈现阶梯状上升趋势,随着弹性模量的增加,累计出砂量的增长速率明显放缓。该出砂预测方法对于保障储气库安全高效运行具有重要意义。 展开更多
关键词 储气库 多周期注采 交变载荷 地层出砂 近井地带 预测模型
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交变荷载-硫酸盐侵蚀下再生混凝土性能劣化及损伤模型 被引量:1
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作者 关博文 吴奇霖 +3 位作者 王晨迪 吴佳育 王发平 赵永辉 《公路交通科技》 北大核心 2025年第1期76-84,共9页
【目标】探究再生混凝土在富盐地区服役性能劣化规律,拓宽再生混凝土在道路工程中的应用场景。【方法】采用超声无损检测、力学特性试验等方法,评估了硫酸盐干湿循环周期及交变荷载应力水平对再生混凝土抗压强度与相对动弹模量的影响。... 【目标】探究再生混凝土在富盐地区服役性能劣化规律,拓宽再生混凝土在道路工程中的应用场景。【方法】采用超声无损检测、力学特性试验等方法,评估了硫酸盐干湿循环周期及交变荷载应力水平对再生混凝土抗压强度与相对动弹模量的影响。通过微观性能测试,剖析了再生混凝土在交变荷载-硫酸盐干湿循环作用下宏微观性能的劣化机制,并构建了再生混凝土损伤演化方程。【结果】交变荷载作用使再生混凝土性能劣化提前。在侵蚀周期大于45次后,其相对动弹性模量与相对抗压强度呈下降趋势,且应力水平越高,下降速率越快。当应力水平小于0.5时,轴向压缩荷载与硫酸盐侵蚀作用可提高再生混凝土整体密实度,但超过该阈值,微裂纹扩展会降低其抗侵蚀能力。所建立的损伤演化方程能较好地预测再生混凝土损伤度发展规律,但在侵蚀后期,由于再生混凝土自身结构缺陷,预测误差会略有增大。【结论】研究结果可为富盐地区道路工程中再生混凝土的结构设计与耐久性评估提供关键依据,有效延长道路使用寿命,降低工程成本,对推动再生混凝土在道路工程中的广泛应用具有重要意义。 展开更多
关键词 道路工程 损伤模型 超声无损检测 再生混凝土 交变荷载
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旋压铆合式轮毂轴承交变受载疲劳寿命分析
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作者 朱孙科 孙永刚 +1 位作者 董绍江 蒋玉安 《机械设计与制造》 北大核心 2025年第7期51-56,共6页
为预测第三代轿车某型轮毂轴承实际受载疲劳寿命,建立了基于疲劳寿命的旋铆有限元动力学模型,计入卡紧力和轴承游隙的影响,开展轮毂轴承径轴向联合交变受载疲劳寿命仿真分析。通过数值模拟研究发现,旋铆成形后轮毂轴承端面与小内圈之间... 为预测第三代轿车某型轮毂轴承实际受载疲劳寿命,建立了基于疲劳寿命的旋铆有限元动力学模型,计入卡紧力和轴承游隙的影响,开展轮毂轴承径轴向联合交变受载疲劳寿命仿真分析。通过数值模拟研究发现,旋铆成形后轮毂轴承端面与小内圈之间存在一定的卡紧力,且最大等效应力出现在该变形接触区;在联合加载作用下,轮毂轴承应力最大值出现在与大内圈滚道接触区,轮毂轴承在此交变载荷作用下的疲劳寿命约为1.06×105r;通过修正L-P模型分析可知,增大滚动体直径与增加滚动体数量可有效改善轮毂轴承疲劳寿命。研究结果表明,采用有限元显式动力学方法进行轮毂轴承旋铆工艺及实车交变受载模拟,并在此基础上开展疲劳寿命仿真的方式是有效的。 展开更多
关键词 轮毂轴承 交变受载 修正L-P模型 疲劳寿命 仿真分析
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储气库交变载荷下水泥环界面胶结弱化机理实验研究
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作者 林元华 周念涛 +4 位作者 王雪松 景宏涛 易俊 于皓 滕茂 《深地能源科技》 2025年第5期122-130,共9页
储气库周期性注采引发的交变载荷极易导致水泥环完整性失效,进而导致气体泄漏和环空带压。基于此,提出了交变载荷作用下水泥环界面完整性测试及评价方法,结合全尺寸“生产套管—水泥环—技术套管”组合体实验装置,开展水泥环组合体在3... 储气库周期性注采引发的交变载荷极易导致水泥环完整性失效,进而导致气体泄漏和环空带压。基于此,提出了交变载荷作用下水泥环界面完整性测试及评价方法,结合全尺寸“生产套管—水泥环—技术套管”组合体实验装置,开展水泥环组合体在3种交变载荷作用、不同交变次数后的界面胶结性能测试,获得不同交变载荷下水泥环界面胶结失效的临界条件,揭示其界面胶结弱化机理。结果表明:交变载荷对水泥环界面力学性能具有显著的负面影响,其影响程度随交变载荷和交变次数的增加而增加。0~20MPa交变载荷下水泥环未发生界面胶结失效,水泥环化学胶结力出现了一定的降低;0~40MPa交变载荷20次和0~60MPa交变载荷10次后水泥环均发生界面胶结失效。交变载荷作用首先破坏套管与水泥环界面之间的化学胶结作用,导致套管与水泥环界面局部脱离以及表征水泥环界面力学性能的化学胶结力降低,直至产生微环隙。微环隙的产生和拓展会进一步影响套管与水泥环界面的接触状态,造成表征水泥环界面力学性能的摩擦力下降。研究结果可为储气库固井水泥浆设计、井筒完整性管理提供依据和参考。 展开更多
关键词 交变载荷 水泥环 界面完整性 界面脱离 微环隙 储气库
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管线钢动态应力下的原位氢渗透测试实验方法
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作者 邢云颖 赵茜 杨芝乐 《实验室研究与探索》 北大核心 2025年第1期64-68,90,共6页
管线钢在应力条件下的氢渗透行为研究能够为管线钢在复杂应力状态下的氢脆风险评估提供支撑。在常规氢渗透测试方法和原理的基础上,利用实验室现有力学加载设备,设计了“管线钢动态应力下的原位氢渗透”实验装置,研究了交变应力与氢的... 管线钢在应力条件下的氢渗透行为研究能够为管线钢在复杂应力状态下的氢脆风险评估提供支撑。在常规氢渗透测试方法和原理的基础上,利用实验室现有力学加载设备,设计了“管线钢动态应力下的原位氢渗透”实验装置,研究了交变应力与氢的交互作用对氢渗透行为的影响。结果表明,交变应力条件下,氢渗透通量表现出与交变应力无相位差的波形特征;氢渗透通量的变化幅值随峰值应力的增加而增加,随交变频率的增加而降低;应力的变化在氢渗透曲线上可以实时得到反馈,应力状态改变导致的材料内部缺陷增加也能在氢渗透曲线上得到反馈。 展开更多
关键词 管线钢 动态应力 原位氢渗透 慢应变速率拉伸 交变载荷
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一种控流平压回转液压系统的研究
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作者 周林军 高朝祥 《机电工程技术》 2025年第9期151-155,共5页
针对液压挖掘机减速机构快速启动时冲击载荷过大,制动时出现摆尾现象以及齿轮断齿或输出轴损坏的故障现象,基于定轴转动刚体的冲量矩定理,通过启动过程、制动过程故障现象分析表明,启动过程采用控油策略,可降低启动冲击;制动过程采用平... 针对液压挖掘机减速机构快速启动时冲击载荷过大,制动时出现摆尾现象以及齿轮断齿或输出轴损坏的故障现象,基于定轴转动刚体的冲量矩定理,通过启动过程、制动过程故障现象分析表明,启动过程采用控油策略,可降低启动冲击;制动过程采用平压策略,可避免摆尾现象。采用增设压力变送器、回转缓冲阀等液压元器件,研发一种控流平压液压系统,降低启动时回转马达的流量,提高制动时回转马达进口侧的工作压力,实现回转液压系统的优化。通过试验验证,优化后的液压系统启动(制动)过程用时由4 s (5 s)延长至5 s (5.5 s),延长了1 s (0.5 s),减轻了启动(制动)冲击;制动结束时液压系统回转马达出口与进口压力未出现交替增大现象,其最大压差Δp由3.8 MPa减低至2 MPa,降低了制动冲击,避免平台摆尾部现象的产生;延长了其使用寿命,系统已经无故障记录持续工作5 368 h。 展开更多
关键词 冲击 交变载荷 回转机构 轮齿间隙
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多级压裂斜井段累积塑性应变数值模拟研究 被引量:1
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作者 李韵竹 魏占军 +2 位作者 陈鹏羽 程木伟 席岩 《石油机械》 北大核心 2025年第5期94-101,共8页
多级压裂过程中交变载荷导致的水泥环界面累积塑性应变是微环隙产生的主要原因,斜井段因地应力偏转、套管不居中导致应力环境复杂,水泥环累积塑性应变发展规律鲜有研究。为此,考虑斜井段交变载荷、套管不居中及地应力偏转,结合水泥环损... 多级压裂过程中交变载荷导致的水泥环界面累积塑性应变是微环隙产生的主要原因,斜井段因地应力偏转、套管不居中导致应力环境复杂,水泥环累积塑性应变发展规律鲜有研究。为此,考虑斜井段交变载荷、套管不居中及地应力偏转,结合水泥环损伤本构模型,建立了交变载荷作用下斜井段累积塑性应变发展数值模型,分析了多因素耦合作用下套管-水泥环界面处累积塑性应变变化规律,研究了套管居中度、交变载荷幅值及水泥环力学参数对累积塑性应变的影响规律,评价了交变载荷作用下斜井段累积塑性应变沿程分布。研究结果表明:斜井段地应力偏转会导致塑性应变增量增加,套管不居中会导致初始塑性应变增加,进而增大井筒气体泄漏的风险;套管内压越大,水泥环产生的累积塑性应变越大;同等力学条件下,提高套管居中度、降低水泥环弹性模量有利于减小累积塑性应变,保障水泥环密封的完整性;同等交变载荷次数条件下,斜井段累积塑性应变随着井深的增加先增加后减小,最大累积塑性应变出现在井斜角60°处,最小累积塑性应变出现在造斜点处。研究结果可为斜井段水泥环密封完整性的保护以及钻井液类型的优选提供理论参考。 展开更多
关键词 多级压裂 斜井段 累积塑性应变 交变载荷 数值模拟 密封完整性 地应力偏转
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交变载荷作用下无碳化物贝氏体钢中残余奥氏体的转变规律
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作者 李欣睿 肖若愚 +2 位作者 赵海 张明如 孙巧艳 《机械工程材料》 北大核心 2025年第5期25-31,共7页
在不同应力水平(应力幅为200~550 MPa,应力比为-1)下对无碳化物贝氏体钢进行疲劳试验,采用扫描电镜、透射电镜、X射线衍射和电子背散射衍射等研究了交变载荷作用下试验钢中残余奥氏体的转变规律。结果表明:试验钢中残余奥氏体发生转变... 在不同应力水平(应力幅为200~550 MPa,应力比为-1)下对无碳化物贝氏体钢进行疲劳试验,采用扫描电镜、透射电镜、X射线衍射和电子背散射衍射等研究了交变载荷作用下试验钢中残余奥氏体的转变规律。结果表明:试验钢中残余奥氏体发生转变的临界应力幅为300 MPa,当应力幅高于300 MPa时残余奥氏体开始转变为马氏体,奥氏体含量减少,试验钢的硬度提高。随着循环加载过程的进行,残余奥氏体含量减少。疲劳后试验钢中残余奥氏体的核平均取向差(KAM)值高于贝氏体铁素体,说明疲劳过程中残余奥氏体比贝氏体铁素体更易发生塑性变形。相较于低施密特因子贝氏体铁素体板条间的残余奥氏体,高施密特因子板条间的残余奥氏体在疲劳过程中更易转变为马氏体。 展开更多
关键词 无碳化物贝氏体钢 交变载荷 残余奥氏体
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压力交变载荷作用下储气库注采管柱疲劳裂纹扩展研究
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作者 张宇 张罡 +3 位作者 张强 马群 秦晓杰 贾蕊 《中国安全科学学报》 北大核心 2025年第1期120-126,共7页
为提高注采管柱安全风险预测的准确性,首先,采用联合仿真分析方法,开展直通型缺口紧凑拉伸试样疲劳裂纹扩展过程有限元验证;然后,建立储气库含外表面裂纹注采管柱疲劳裂纹扩展有限元模型,在压力交变载荷作用下,研究储气库注采管柱的疲... 为提高注采管柱安全风险预测的准确性,首先,采用联合仿真分析方法,开展直通型缺口紧凑拉伸试样疲劳裂纹扩展过程有限元验证;然后,建立储气库含外表面裂纹注采管柱疲劳裂纹扩展有限元模型,在压力交变载荷作用下,研究储气库注采管柱的疲劳裂纹扩展行为。研究结果表明:试样模拟结果与疲劳裂纹试验结果基本吻合,表明联合仿真法在疲劳裂纹扩展分析方面具有较高精度;在注采管柱疲劳裂纹扩展过程中,初始裂纹的长深比越大或应力比越高,裂纹扩展速率越快,临界最小裂纹长度为4 mm;在相同的压力载荷循环次数下,初始裂纹周向夹角越大,表面裂纹扩展长度越长,临界最小周向夹角为45°;无论初始裂纹周向夹角如何,裂纹始终沿管柱轴线方向扩展,裂纹失稳扩展长度为52 mm;在储气库交替注采时,应合理控制交替注采压力载荷的幅值,避免疲劳裂纹的萌生和扩展。 展开更多
关键词 压力交变载荷 储气库 注采管柱 疲劳 裂纹扩展
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平面移动式立体车库运载系统载荷谱编制与应用 被引量:1
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作者 陈怡芝 贺拥军 《建筑钢结构进展》 北大核心 2025年第6期95-103,共9页
平面移动式立体车库容量大、形式多样,对车位分配的要求更高,载荷形式更加多样。因此在研究立体车库的载荷谱时,以平面移动式立体车库为代表进行研究,运用概率统计方法,结合车辆存取策略建立了适用于立体停车结构的交变载荷谱;之后,采... 平面移动式立体车库容量大、形式多样,对车位分配的要求更高,载荷形式更加多样。因此在研究立体车库的载荷谱时,以平面移动式立体车库为代表进行研究,运用概率统计方法,结合车辆存取策略建立了适用于立体停车结构的交变载荷谱;之后,采用四点雨流计数法对载荷谱进行统计和边缘分布拟合。结果表明:载荷均值服从均值为9.876 kN、标准差为0.493 kN的正态分布;幅值服从形状参数为1.603、尺度参数为2.048的双参数Weibull分布。通过参数外推得到整个生命周期的载荷频次,而后建立了对应的8级二维载荷谱和一维载荷谱。基于Miner线性损伤准则,应用本文提出的载荷谱进行移动载荷下型钢柱-牛腿节点疲劳寿命预测,实际疲劳寿命符合假定,假定合理。 展开更多
关键词 立体停车结构 车辆存取策略 交变载荷谱 雨流计数法 疲劳寿命预测 参数外推 Miner线性损伤准则
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干湿交替-弯曲荷载耦合作用下混凝土的反渗防腐探究
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作者 丁建昭 肖良 +2 位作者 梅国雄 何思宏 李子亨 《混凝土》 北大核心 2025年第1期7-14,共8页
海洋混凝土耐久性问题是海洋强国战略的重要课题,其中氯离子侵蚀内部钢筋是混凝土腐蚀的主要原因之一。氯离子通过扩散、对流、毛细等多种传输方式进入混凝土,当自由氯离子达到临界值后,将破坏内部钢筋钝化膜并产生腐蚀产物,从而损害混... 海洋混凝土耐久性问题是海洋强国战略的重要课题,其中氯离子侵蚀内部钢筋是混凝土腐蚀的主要原因之一。氯离子通过扩散、对流、毛细等多种传输方式进入混凝土,当自由氯离子达到临界值后,将破坏内部钢筋钝化膜并产生腐蚀产物,从而损害混凝土结构。混凝土在海洋干湿交替区中受腐蚀最严重。在带弯曲荷载的混凝土试件中进行干湿交替试验,并采用反向水压提高混凝土的内部饱和度。结果显示,反向水压可以有效地抑制氯离子地运移和扩散,从而提高混凝土的防腐蚀性。 展开更多
关键词 混凝土 氯离子腐蚀 弯曲荷载 干湿交替 反向水压
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