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Statistical investigation on the tension-compression asymmetry of slip behavior and plastic heterogeneity in an aged Mg-10Y sheet
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作者 Ran Ni Huashen Liu +3 位作者 Shen Hua Hao Zhou Ying Zeng Dongdi Yin 《Journal of Magnesium and Alloys》 2025年第8期3880-3895,共16页
The grain-scale tension-compression(T-C)asymmetric slip behavior and geometrically necessary dislocation(GND)density in an aged and twin-free Mg-10Y sheet were statistically studied using slip trace analysis and elect... The grain-scale tension-compression(T-C)asymmetric slip behavior and geometrically necessary dislocation(GND)density in an aged and twin-free Mg-10Y sheet were statistically studied using slip trace analysis and electron backscatter diffraction(EBSD)analysis.A significantly asymmetric slip activity,i.e.,higher tensile slip activity and proportion of non-basal slip,was manifested.Prismatic〈a〉(37.1%)and basal〈a〉(27.6%)slips dominated the tensile deformation,followed by pyramidalⅡ〈c+a〉slip(20.0%).While during compression,basal〈a〉slip(61.9%)was the most active slip mode,and only 6.9% pyramidalⅡ〈c+a〉slip was observed.The critical resolved shear stress(CRSS)ratio was estimated based on~800 sets of the identified slip traces,which suggested that the CRSS_(pyrⅡ)/CRSS_(bas)for compression was~3 times than that of tension.The pyramidalⅡ〈c+a〉slip was more active when the slip plane was under tension than under compression,which was consistent with the calculated asymmetric CRSS_(pyrⅡ)/CRSS_(bas).The activity of multiple slip,cross slip and slip transfer,as well as the GND density were also T-C asymmetric.This work thoughtfully demonstrated the T-C asymmetric slip behavior and plastic heterogeneity in Mg alloys which was believed to be responsible for the macroscopic T-C asymmetry when twinning was absent.The present statistical results are valuable for validating and/or facilitating crystal plasticity simulations. 展开更多
关键词 Mg alloy Tension-compression asymmetry slip behavior Pyramidal slip GND density
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Slip behavior of Bi-modal structure in a metastable β titanium alloy during tensile deformation 被引量:7
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作者 Wenguang Zhu Changsheng Tan +2 位作者 Ruoyu Xiao Qiaoyan Sun Jun Sun 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2020年第22期188-196,共9页
β titanium alloys with bi-modal structure which exhibit improved strength-ductility combination and fatigue property are widely used in aviation and aerospace industry.However,owing to the small size of primary α(α... β titanium alloys with bi-modal structure which exhibit improved strength-ductility combination and fatigue property are widely used in aviation and aerospace industry.However,owing to the small size of primary α(αp) and nano-scaled multi variant distribution of secondary α platelets(αs),investigating the deformation behavior is really a challenging work.In this work,by applying transmission electron microscopy(TEM),the slip behavior in αp and transformed β matrix with different tensile strain was studied.After α/β solution treatment,the initial dislocation slips on {110} plane with <1 1 1> direction in β matrix.During furtherdeformation,(110),(101) and(1 1 2) multi slip is generated which shows a long straight cro s sing configuration.Dislocation cell is exhibited in β matrix at tensile strain above 20 %.Diffe rent from the solid solution treated sample,high density wavy dislocations are generated in transformedβ matrix.High fraction fine as hinders dislocation motion in β matrix effectively which in turn dominates the strength of the alloy.In primary α phase(αp),a core-shell structure is formed during deformation.Both pyramidal a+c slip and prismatic/basal a slip are generated in the shell layer.In core region,plastic deformation is governed by prismatic/basal a slip.Formation of the core-shell structure is the physical origin of the improved ductility.On one hand,the work hardening layer(shell) improves the strength of αp,which could deform compatibly with the hard transformed β matrix.Meanwhile,the center area(core) deforms homogeneously which will sustain plastic strain effectively and increase the ductility.This paper studies the slip behavior and reveals the origin of the improved strength-ductility combination in Bi-modal structure on a microscopic way,which will give theoretical advises for developing the next generation high strength β titanium alloys. 展开更多
关键词 βTitanium alloy Plastic deformation slip behavior Bi-modal structure Core-shell structure
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Wall slip behavior of cemented paste backfill slurry during pipeline based on noncontact experimental detection 被引量:3
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作者 Zhenlin Xue Haikuan Sun +2 位作者 Deqing Gan Zepeng Yan Zhiyi Liu 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2023年第8期1515-1523,共9页
Wall slip is a microscopic phenomenon of cemented paste backfill(CPB)slurry near the pipe wall,which has an important influence on the form of slurry pipe transport flow and velocity distribution.Directly probing the ... Wall slip is a microscopic phenomenon of cemented paste backfill(CPB)slurry near the pipe wall,which has an important influence on the form of slurry pipe transport flow and velocity distribution.Directly probing the wall slip characteristics using conventional experimental methods is difficult.Therefore,this paper established a noncontact experimental platform for monitoring the microscopic slip layer of CPB pipeline transport independently based on particle image velocimetry(PIV)and analyzed the effects of slurry temperature,pipe diameter,solid concentration,and slurry flow on the wall slip velocity of the CPB slurry,which refined the theory of the effect of wall slip characteristics on pipeline transport.The results showed that the CPB slurry had an extensive slip layer at the pipe wall with significant wall slip.High slurry temperature improved the degree of particle Brownian motion within the slurry and enhanced the wall slip effect.Increasing the pipe diameter was not conducive to the formation of the slurry slip layer and led to a transition in the CPB slurry flow pattern.The increase in the solid concentration raised the interlayer shear effect of CPB slurry flow and the slip velocity.The slip velocity value increased from 0.025 to 0.056 m·s^(-1)when the solid content improved from 55wt%to 65wt%.When slurry flow increased,the CPB slurry flocculation structure changed,which affected the slip velocity,and the best effect of slip layer resistance reduction was achieved when the transported flow rate was 1.01 m^(3)·h^(-1).The results had important theoretical significance for improving the stability and economy of the CPB slurry in the pipeline. 展开更多
关键词 particle image velocimetry cemented paste backfill noncontact experimental platform wall slip behavior pipeline transportation
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Experimental investigation on fluid-induced slip behavior of fault filled with fault gouge 被引量:1
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作者 Yongshui Kang Zhi Geng +1 位作者 Bin Liu Youqi Huang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第9期3661-3672,共12页
Fault zones are usually filled with fault gouge and accompanied by fault water.The coupled effect of fault gouge and water significantly impacts the slip behavior of the fault,which may weaken the fault structure and ... Fault zones are usually filled with fault gouge and accompanied by fault water.The coupled effect of fault gouge and water significantly impacts the slip behavior of the fault,which may weaken the fault structure and further induce rupture propagation and earthquakes.In this study,we carried out a laboratory experiment to investigate the fluid-induced slip behavior of fault filled with gouge.The friction evolution characteristic associated with fluid pressure and effective stress was investigated during the slip process.In addition,the role transformation process of the gouge on the slip behavior of fault was revealed.The experimental result indicates that the friction on the filled fault surface is significantly affected by fault gouge.The rupture of the gouge promotes fault slip and the fluid pressure plays a vital role in the initiation of fault slip.The fault gouge enhances the shearing strength of the fault and acts as a barrier before the initial slip under fluid injection.Nevertheless,the fault gouge would accelerate the fault slip and transform into lubricant after the initial slip. 展开更多
关键词 Fault gouge Fluid slip behavior FRICTION Shear strength
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The relationship between slip behavior and dislocation arrangement for large-size Mo-3Nb single crystal at room temperature 被引量:1
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作者 Benqi Jiao Qinyang Zhao +5 位作者 Yongqing Zhao Laiping Li Zhongwu Hu Xuanqiao Gao Wen Zhang Jianfeng Li 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2021年第33期208-213,共6页
The slip behavior and mechanism of large-size Mo-3Nb single crystal have been investigated and disclosed comprehensively at room temperature by quasi-static compression with various strains.With the increase of deform... The slip behavior and mechanism of large-size Mo-3Nb single crystal have been investigated and disclosed comprehensively at room temperature by quasi-static compression with various strains.With the increase of deformation,the slip traces change from shallow non-uniform slip lines to dense and uniform slip bands.Different slip traces in the same deformation condition were observed,suggesting that the slip traces in the single crystal are controlled by different types and arrangement mechanisms of mobile dislocation.To clarify the relationship between slip behavior and dislocation arrangement,TEM and AFM analyses were performed.Significant discrepancy between the mobility of screw segments and edge segments caused by double cross-slip multiplication mechanism is the reason why different slip features were witnessed.During the whole slip deformation process,screw dislocations play a dominant role and they are inclined to form wall-substructures by interaction and entanglement.With the development of dislocation accumulation,the entangled dislocation walls evolve into dislocation cells with higher stability. 展开更多
关键词 Mo-3Nb single crystal slip behavior DISLOCATION CROSS-slip Substructure evolution mechanism
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Synergistic effect of orientation and temperature on slip behavior and precipitation behavior of Al−Cu−Li single crystals
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作者 Zhen JIANG Chen-qi LEI +4 位作者 Jia-jun DING Chun-nan ZHU Dong-feng SHI Jin ZHANG Guo-qing WANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2024年第11期3554-3568,共15页
The slip behavior and precipitation behavior of four Al−Cu−Li single crystals with varying orientations at different temperatures were investigated using electron backscattering diffraction(EBSD)and transmission elect... The slip behavior and precipitation behavior of four Al−Cu−Li single crystals with varying orientations at different temperatures were investigated using electron backscattering diffraction(EBSD)and transmission electron microscopy(TEM).The maximum differences in yield strength and ductility of the single crystals at room temperature are 41.6%and 14.7%,respectively.This indicates that the mechanical properties are strongly influenced by the crystal orientation.Moreover,grains with varying orientations exhibit distinct slip characteristics,including slip homogenization,slip localization,and multiple slip.In single crystal SC1,slip localization primarily contributes to its inferior ductility compared to other grains.Nevertheless,during deformation at 250℃,the distinct morphology and distribution of precipitates in the crystals are also correlated with orientation,which causes the increase in the maximum elongation difference to 20.8%in all selected single crystals.Notably,SC1,with a precipitate volume fraction of 2.65%,exhibits more severe slip localization compared to room temperature conditions,while SC2,with a precipitate volume fraction of 4.79%,demonstrates cross-slip characteristics,significantly enhancing the plastic deformation capacity of the Al−Cu−Li alloy. 展开更多
关键词 Al−Cu−Li alloy single crystal slip behavior oriented precipitation deformation mechanism
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Thermo-responsive stick-slip behavior of advancing water contact angle on the surfaces of poly(N-isopropylacrylamide)-grafted polypropylene membranes 被引量:2
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作者 WAN LingShu,MENG XiangLin,YANG YunFeng,TIAN Jing & XU ZhiKang Key Laboratory of Macromolecular Synthesis and Functionalization,Ministry of Education Department of Polymer Science and Engineering,Zhejiang University,Hangzhou 310027,China 《Science China Chemistry》 SCIE EI CAS 2010年第1期183-189,289,共8页
Wettability of a solid surface is highly important to its practical application,especially for the surface that shows thermoresponsive properties.In this paper,we describe a thermo-responsive stick-slip behavior of wa... Wettability of a solid surface is highly important to its practical application,especially for the surface that shows thermoresponsive properties.In this paper,we describe a thermo-responsive stick-slip behavior of water droplets on the surfaces of poly(N-isopropylacrylamide)(PNIPAM)-grafted polypropylene membranes.Field emission scanning electron microscope(FESEM) images elucidate that the morphology of PNIPAM-grafted membrane surface is thermo-responsive,i.e.,the surface becomes rougher above the lower critical solution temperature(LCST) of PNIPAM.On the surface of nascent polypropylene membranes,the water droplet shows a smooth motion resulting in advancing and receding water contact angles of 111° and ~65°,respectively.On the PNIPAM-grafted membrane surfaces,the water droplet shows a stick-slip pattern above the LCST,whereas it advances smoothly below the LCST.This phenomenon is reproducible and can be ascribed to the energy barriers enhanced by the shrink of PNIPAM chains above the LCST.We also find that the slip contact angle decreases from 102° to 92° after several stick-slip cycles.This decrease is attributed to the water adsorption on the grafted PNIPAM layer,which is confirmed by the continuous decrease of the receding water contact angle. 展开更多
关键词 STICK-slip behavior water contact ANGLE THERMO-RESPONSIVE surface poly(N-isopropylacrylamide) POLYPROPYLENE MEMBRANE
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Tensioner Vibration and Belt Slipping Behavior Investigation for Damped Serpentine Belt Drive Systems
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作者 王红云 上官文斌 《Journal of Beijing Institute of Technology》 EI CAS 2010年第1期25-30,共6页
A nonlinear rotational motion model for n-pulley damped serpentine belt drive systems (SBDSs) was developed.The effects of the belt deflection along the contact arc of pulleys on the belt span tensions were consider... A nonlinear rotational motion model for n-pulley damped serpentine belt drive systems (SBDSs) was developed.The effects of the belt deflection along the contact arc of pulleys on the belt span tensions were considered.The methods for calculating the tensioner arm vibration and belt slipping on pulleys were introduced.The effects of belt damping on rotational vibration of tensioner arm and belt slipping on pulleys were studied.Numerical solutions for a 3-pulley SBDS indicate that the belt slipping at the steady states should be controlled to avoid belt slipping at transient states.The slip factors tend to decrease when the belt damping increases,and the possibility of the belt slipping can be controlled through adjusting the wrap angles of pulleys and the preload of the tensioner when the design parameters of SBDS remain constant. 展开更多
关键词 serpentine belt drive system tensioner arm vibration belt slipping behavior numerical calculation
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Deformation behaviors of as-built and hot isostatically pressed Ti-6Al-4V alloys fabricated via electron beam rapid manufacturing 被引量:3
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作者 Z.Liu Z.B.Zhao +6 位作者 J.R.Liu L.Wang S.X.Zhu G.Yang S.L Gong Q.J.Wang R.Yang 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2019年第11期2552-2558,共7页
The deformation behavior of as-built and hot isostatically pressed(HIP)Ti-6Al-4V alloys fabricated using electron beam rapid manufacturing(EBRM)were investigated in this work.The deformation characteristics were chara... The deformation behavior of as-built and hot isostatically pressed(HIP)Ti-6Al-4V alloys fabricated using electron beam rapid manufacturing(EBRM)were investigated in this work.The deformation characteristics were characterized using a laser scanning confocal microscope and electron back-scattered diffraction(EBSD).In the as-built sample,prismatic slip was the main mode of deformation,as well as a small amount of basal slip and cross-slip.Some planar slip lines with large length scales were observed across severalαlamellae.After hot isostatical pressing,prismatic and basal slip were the main mode of deformation,accompanied by abundant cross-slip and multiple slip,and most of the slip lines were blocked within an a lamellae.These differences in deformation behavior were associated with the coarsening of a laths and the more retained p phase after HIP compared to the as-built alloy.More cross-slip and multiple slip can lead to superior elongation-to-failure and a greater strain hardening effect in the HIP alloy compared to the as-built sample. 展开更多
关键词 Electron beam rapid manufacturing TI-6AL-4V Hot isostatic pressure Mechanical properties slip behavior
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Sea Urchin Spines as a Model-System for Permeable,Light-Weight Ceramics with Graceful Failure Behavior.Part Ⅱ.Mechanical Behavior of Sea Urchin Spine Inspired Porous Aluminum Oxide Ceramics under Compression 被引量:1
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作者 V.Presser C.Kohler +5 位作者 Z.Zivcová C.Berthold K.G.Nickel S.Schultheiβ E.Gregorová W.Pabst 《Journal of Bionic Engineering》 SCIE EI CSCD 2009年第4期357-364,共8页
Sea urchin spines were chosen as a model system for biomimetic ceramics obtained using starch-blended slip casting. Porous alumina ceramics with cap-shaped layers with different alternating porosities were found to ha... Sea urchin spines were chosen as a model system for biomimetic ceramics obtained using starch-blended slip casting. Porous alumina ceramics with cap-shaped layers with different alternating porosities were found to have superior fracture behavior under bulk compression compared to ceramics with uniform porosity.They fail in a cascading manner,absorbing high amounts of energy during extended compression paths.The porosity variation in an otherwise single phase material mimicks the architectural microstructure design of sea urchin spines of Heterocentrotus mammillatus,which are promising model materials for impact protection. 展开更多
关键词 biomimetic engineering sea urchin spines porous alumina ceramics starch-blended slip casting mechanical behavior compression
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流体注入对断裂面滑移过程中摩擦行为影响的试验研究 被引量:1
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作者 王泽华 赫建明 +3 位作者 郑博 毛天桥 李守定 李晓 《工程地质学报》 北大核心 2025年第3期858-865,共8页
地震活动是断层非稳定滑动引发的弹性能在短时间内的释放过程,近年来为实现非常规储层开发而实施的储层压裂过程中,高压流体注入地层会诱发断层活化而产生非稳定滑动。断层非稳定滑动过程中的“黏-滑”行为导致了地震的发生,本次研究关... 地震活动是断层非稳定滑动引发的弹性能在短时间内的释放过程,近年来为实现非常规储层开发而实施的储层压裂过程中,高压流体注入地层会诱发断层活化而产生非稳定滑动。断层非稳定滑动过程中的“黏-滑”行为导致了地震的发生,本次研究关注流体注入诱发断裂面失稳的摩擦行为,并且与无流体注入条件下的断裂面失稳摩擦过程进行了对比分析。为了探究储层中流体注入在断层活化中的作用,针对页岩样品分别开展了应力驱动与恒定增压速率流体注入两种条件下的断裂面摩擦滑移失稳试验。通过实时监测应力与位移的变化并计算求解剪应力和摩擦系数,深入分析并总结高压流体注入对断裂面失稳后的摩擦演化过程。研究表明,在无流体注入条件下,“黏-滑”行为产生后断裂面摩擦呈现弱化和恢复的反复循环,摩擦系数相对稳定在数值~0.6附近循环变化;而在流体注入条件下,断裂面失稳瞬间产生应力降,并快速演化为较长时间段内高频重复的“黏-滑”行为且滑移速度很慢;之后由于出现连续的摩阻弱化“黏-滑”行为而产生显著滑移段,最终由于流体压力逐渐接近断裂面所处位置的最小主应力,出现连续的摩阻强化“黏-滑”行为,此过程中滑移速度逐渐减小并最终停止滑移。试验证实流体注入可使断裂面摩擦系数从~0.6显著衰减甚至接近于0,这也揭示了孔隙压力对断裂面稳定性的控制性作用,在储层改造过程中通过孔隙压力的调控可以有效预防由于断裂面非稳定性滑动导致的地震事件。 展开更多
关键词 页岩 断层滑移 流体注入 摩擦行为
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Frictional Behavior of a Micro-sized Superconducting Fiber in a Low-Temperature Medium: Experimental and Computational Analysis 被引量:3
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作者 Shiren La Jun Wang +1 位作者 Xingyi Zhang Youhe Zhou 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2018年第4期405-415,共11页
The purpose of the current study is to explore the frictional behavior of a micro- sized superconducting fiber at the low-temperature condition. At first, a highly precise tribometer composed of a superconducting fibe... The purpose of the current study is to explore the frictional behavior of a micro- sized superconducting fiber at the low-temperature condition. At first, a highly precise tribometer composed of a superconducting fiber wrapping around a cylinder made of pure Cu was immersed in liquid nitrogen. The force and displacement resolutions of the experimental system were as high as 0.01 mN and 0.03 ~m, respectively. The NbTi fibers with diameters ranging from 22.9 to 115 ~m were used in the experiments, and their frictional behaviors in three media, i.e., liquid nitrogen, air and water, were systemically investigated. It was found that the frictional force in air showed a remarkable size effect. The existence of water medium could significantly reduce the frictional force, but could not eliminate the size effect. For the samples with the same diameter, the frictional force in liquid nitrogen was about 1.4 times of that in air, accompanied with remark- able stick-slip phenomenon. Notably, the fiber's frictional behavior in liquid nitrogen showed no dependence on diameter. In order to interpret these phenomena, the frictional behaviors of the fibers in air, water and liquid nitrogen were simulated using a modified spring-slider model, by taking into account the influence of hydrophilicity on surface roughness, and the influence of surface roughness on the fiber's frictional behavior. The simulation results were consistent with the experimental data qualitatively. 展开更多
关键词 Micro-sized superconducting fiber Frictional behavior Surface roughness Hydrophilic-ity STICK-slip Size effect Modified spring-slider model
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Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members
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作者 Pietro Croce Paolo Formichi 《Materials Sciences and Applications》 2014年第12期883-894,共12页
Refined non-linear static or dynamic analyses of reinforced concrete structures require the knowledge of the actual force-displacement or bending moment-rotation curves of each structural member, which depend on the c... Refined non-linear static or dynamic analyses of reinforced concrete structures require the knowledge of the actual force-displacement or bending moment-rotation curves of each structural member, which depend on the crack widths and on the crack pattern, and after all on the slip between concrete and reinforcing steel. For this reason the definition of improved local models taking into account all these local aspects is a fundamental prerequisite for advanced assessment of r.c. structures. A numerical procedure which allows to predict the relative displacement between steel reinforcement and the surrounding concrete in a reinforced concrete element, once assigned the stress in the naked steel bar and the bond-slip law is discussed. The method provides as final outcomes the sequence of crack openings and the individual crack widths, regardless of the particular bond-slip correlation adopted. The proposed procedure is implemented referring to two relevant experimental case studies, demonstrating that it is able to predict satisfactorily actual strain fields and slips along the investigated reinforced concrete elements. 展开更多
关键词 BOND-slip Reinforced Concrete NON-LINEAR behavior Numerical Analysis CRACK Pattern CRACK OPENING BOND Stress
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钢-UHPC组合梁铰制孔螺栓连接件受剪性能研究 被引量:1
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作者 陈辛 杨勇 +3 位作者 薛亦聪 于云龙 张松 杨仕聪 《工程力学》 北大核心 2025年第9期185-197,共13页
为满足钢-UHPC组合梁更高的界面抗剪要求,提出了铰制孔螺栓连接件。通过12个推出试件对铰制孔螺栓连接件的受剪和抗掀起性能进行了研究。分析了混凝土强度与板厚、铰制孔螺栓直径与长径比、型钢类型与翼缘厚度对铰制孔螺栓连接件受剪承... 为满足钢-UHPC组合梁更高的界面抗剪要求,提出了铰制孔螺栓连接件。通过12个推出试件对铰制孔螺栓连接件的受剪和抗掀起性能进行了研究。分析了混凝土强度与板厚、铰制孔螺栓直径与长径比、型钢类型与翼缘厚度对铰制孔螺栓连接件受剪承载力和滑移的影响,结果表明铰制孔螺栓具有良好的受剪和抗掀起能力。混凝土强度从C60提高到UHPC,试件由混凝土压溃破坏变为螺栓剪断破坏;UHPC板厚可从150 mm降低至120 mm并保证螺栓的受剪性能;螺栓直径增加,承载力和滑移均增加,M36铰制孔螺栓与UHPC强度匹配;M30的长径比为2.4时比1.8和3.0具有更好的承载力和滑移;型钢类型对试验结果影响较小;降低型钢翼缘厚度会增加螺栓滑移但不影响承载力。提出了铰制孔螺栓连接件受剪承载力计算方法和荷载-滑移曲线模型公式,可供设计参考。 展开更多
关键词 钢-UHPC组合梁 铰制孔螺栓连接件 推出试验 受剪性能 滑移
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超塑性单轴拉伸的力学稳定性机制
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作者 李金钊 管志平 《塑性工程学报》 北大核心 2025年第9期105-115,共11页
传统模型从应变速率敏感指数(m值)出发,认为m值是维持超塑性大伸长率、抑制超塑性颈缩发展的关键因素。但仅依赖m值无法解释超塑性的应变离域行为。为了弥补传统理论的不足,提出一种新的基于超塑性晶界粘滑运动的本构模型,并用μ值描述... 传统模型从应变速率敏感指数(m值)出发,认为m值是维持超塑性大伸长率、抑制超塑性颈缩发展的关键因素。但仅依赖m值无法解释超塑性的应变离域行为。为了弥补传统理论的不足,提出一种新的基于超塑性晶界粘滑运动的本构模型,并用μ值描述粘滑作用的强度。结合动静耦合建模方法,探究了不同m值和不同粘滑行为在超塑性大变形中的作用,进一步揭示超塑性大变形的力学稳定机制。模拟结果显示,m值是维持超塑性大应变的基础。同时,合适的粘滑行为抑制了颈缩发展,促进了整体变形的稳定性,足够强度的粘滑效应甚至可以实现无颈缩超塑性变形。 展开更多
关键词 超塑性 颈缩 粘滑行为 本构模型 应变离域
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600MPa级不锈钢筋与混凝土界面黏结性能试验
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作者 袁健 潘知桓 尹健 《中国公路学报》 北大核心 2025年第9期294-306,共13页
为研究600 MPa级不锈钢筋与混凝土的界面黏结性能,开展了18组共54个试件的拉拔试验,并分析混凝土强度、钢筋直径、保护层厚度、相对锚固长度、劈裂面配箍率及钢筋种类对黏结性能的影响。试验结果表明:试件的主要破坏形态包括混凝土劈裂... 为研究600 MPa级不锈钢筋与混凝土的界面黏结性能,开展了18组共54个试件的拉拔试验,并分析混凝土强度、钢筋直径、保护层厚度、相对锚固长度、劈裂面配箍率及钢筋种类对黏结性能的影响。试验结果表明:试件的主要破坏形态包括混凝土劈裂破坏、钢筋拔出破坏和劈裂-拔出破坏。对于相对锚固长度为5的试件,保护层厚度为3倍钢筋直径的试件出现了由混凝土劈裂破坏过渡为钢筋拔出破坏的现象;配置箍筋后,保护层厚度为2倍钢筋直径的试件由混凝土劈裂破坏转变为劈裂-拔出破坏。600MPa级不锈钢筋与混凝土的界面极限黏结强度随着混凝土强度提高而提高,随着保护层厚度及劈裂面配箍率增大而先提高再趋于平稳,随着相对锚固长度增大而呈现先提高后降低的现象,但受钢筋直径的影响并不显著;影响规律出现转变时的保护层厚度、劈裂面配箍率及相对锚固长度取值分别为4.5倍钢筋直径、2.0%和5。不同强度等级混凝土中,600MPa级不锈钢筋与普通钢筋屈服前的黏结性能基本相当,弹性模量对钢筋黏结性能的影响完全可以忽略;屈服后不锈钢筋的黏结应力-滑移曲线变化相对平缓,且极限黏结强度略低于普通钢筋。基于600MPa级不锈钢筋与混凝土界面黏结性能试验结果,拟合得到具有一定保证率的极限黏结强度计算式及黏结应力-滑移本构模型,并提出了采用材料强度设计值表达的钢筋临界锚固长度计算式,可为混凝土中600MPa级不锈钢筋的黏结锚固设计提供参考。 展开更多
关键词 桥梁工程 高强不锈钢筋 拉拔试验 黏结性能 临界锚固长度 黏结应力-滑移本构模型
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不同转向角度曲线隧道穿越走滑断层力学行为
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作者 罗庆斐 袁松 +2 位作者 袁飞云 周道良 王峥峥 《大连理工大学学报》 北大核心 2025年第2期171-180,共10页
针对不同转向角度曲线隧道穿越走滑断层力学行为不清等问题,以跑马山1号隧道为研究背景,采用ABAQUS软件建立不同转向角度曲线隧道穿越走滑断层的数值模型,研究曲线隧道穿越走滑断层的力学行为,并引入损伤指标对其破坏程度进行评价.结果... 针对不同转向角度曲线隧道穿越走滑断层力学行为不清等问题,以跑马山1号隧道为研究背景,采用ABAQUS软件建立不同转向角度曲线隧道穿越走滑断层的数值模型,研究曲线隧道穿越走滑断层的力学行为,并引入损伤指标对其破坏程度进行评价.结果表明:在走滑断层作用下,曲线隧道的变形、剪力、轴力以及弯矩分布趋势根据转向角度是否大于90°分为两类:当转向角度小于90°时,曲线隧道的剪力、轴力分布趋势与直线隧道相类似;当转向角度大于90°时,曲线隧道的轴力峰值处于45°~70°.曲线隧道受压损伤主要集中在断层附近,同时随着转向角度增大,其受压损伤程度也增大,并且其左右两侧也会有明显的差距;转向角度180°的曲线隧道为最危险工况,并且随着转向角度增大,隧道进出口附近的损伤状态也会变严重. 展开更多
关键词 曲线隧道 转向角度 走滑断层 力学行为 损伤指标
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表面周期性粗糙度对接触黏滑行为的影响
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作者 王志强 雷震宇 《东北大学学报(自然科学版)》 北大核心 2025年第1期76-82,共7页
为研究表面周期性粗糙度对接触界面黏滑特性的作用机制,利用有限元方法,建立了滑块-平板接触三维柔性体模型,分析了表面光滑以及单/双表面粗糙条件下的接触黏滑运动过程.结果表明,在速度加载阶段,对于表面光滑工况,系统振动形式表现为... 为研究表面周期性粗糙度对接触界面黏滑特性的作用机制,利用有限元方法,建立了滑块-平板接触三维柔性体模型,分析了表面光滑以及单/双表面粗糙条件下的接触黏滑运动过程.结果表明,在速度加载阶段,对于表面光滑工况,系统振动形式表现为初始的单次黏滑振动和后续的持续滑移振动.对于单表面粗糙工况,系统发生了不稳定周期振动,且振动形式表现为循环往复的黏滑振动.对于双表面粗糙工况,受双接触表面复杂的粗糙度影响,系统振动响应表现为往复无序的黏滑振动.适当减小粗糙度幅值和增大粗糙度波长,有利于促进粗糙表面接触. 展开更多
关键词 周期性粗糙度 接触界面 黏滑行为 有限元方法 振动响应
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型钢混凝土粘结滑移力学性能研究及基本问题 被引量:29
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作者 赵鸿铁 杨勇 +2 位作者 薛建阳 王彦宏 林艺勇 《力学进展》 EI CSCD 北大核心 2003年第1期74-86,共13页
根据国内外关于型钢混凝土粘结性能的理论和试验研究成果,对型钢混凝土粘结滑移力学性能的研究发展和现状进行了全面地综述分析.首先,阐述了型钢混凝土粘结滑移性能研究的主要问题及理论和实际意义;其次,介绍了型钢混凝土粘结滑移的基... 根据国内外关于型钢混凝土粘结性能的理论和试验研究成果,对型钢混凝土粘结滑移力学性能的研究发展和现状进行了全面地综述分析.首先,阐述了型钢混凝土粘结滑移性能研究的主要问题及理论和实际意义;其次,介绍了型钢混凝土粘结滑移的基本概念、基本方程、基本机理及相关理论,并详尽概括了型钢混凝土粘结滑移性能研究的发展和已有成果,对现有研究的不足以及亟待解决的问题和研究前景进行了分析和总结.本文着重介绍了型钢混凝土粘结强度的国内外研究现状,并对型钢混凝土粘结滑移本构关系研究中目前存在的问题进行了综合分析. 展开更多
关键词 型钢混凝土结构 粘结滑移性能 粘结强度 粘结滑移本构关系
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汶川地震断裂带滑移行为、物理性质及其大地震活动性--来自汶川地震断裂带科学钻探的证据 被引量:17
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作者 李海兵 许志琴 +4 位作者 王焕 张蕾 何祥丽 司家亮 孙知明 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2018年第5期1680-1697,共18页
断裂带物质组成、结构及其物理性质是理解断裂变形机制和地震破裂过程的基础和关键,断裂带地震(黏滑)和非地震(蠕滑)滑移行为不仅对了解地震活动性和山脉隆升过程具有重要意义,而且直接为防震减灾提供科学依据.我们以穿过龙门山映秀—... 断裂带物质组成、结构及其物理性质是理解断裂变形机制和地震破裂过程的基础和关键,断裂带地震(黏滑)和非地震(蠕滑)滑移行为不仅对了解地震活动性和山脉隆升过程具有重要意义,而且直接为防震减灾提供科学依据.我们以穿过龙门山映秀—北川和灌县—安县断裂带的汶川地震断裂带科学钻探(WFSD)岩心和地表出露的断裂带为研究对象,通过对断裂岩组成、结构、显微构造和钻孔物性测井数据进行分析研究,确定了龙门山逆冲断裂带滑移行为和物性特征,初步探讨了大地震活动性和有关断裂带的隆升作用:(1)映秀—北川断裂带倾向NW,浅部倾角~65°,发育的断裂岩厚约180~280m,由碎裂岩、假玄武玻璃(地震化石)、断层泥和断层角砾岩组成.断裂带具有高自然伽马、高磁化率值、低电阻率、低波速等物理性质以及对称型破碎结构.断层泥普遍具有摩擦热效应的高磁化率值和石墨化作用特征,是古地震滑动的岩石记录.表明映秀—北川断裂带为经常发生大地震的断裂带,晚新生代以来类似汶川地震的大地震复发周期小于6000—10000年,具有千年复发周期特征.(2)灌县—安县断裂带倾向NW,浅部倾角~38°,发育的断裂岩厚约40~50 m,仅由断层泥和断层角砾岩组成,具有典型的"压溶"结构,表现出蠕滑性质.除压溶作用外,定向富集的层状黏土矿物和微孔隙的发育使断层强度变弱.断裂带具上盘破碎的非对称型破碎结构,除具低磁化率值特征外,其他物性与映秀—北川断裂带一致.(3)根据断裂岩厚度与断层滑移量相关经验公式关系,以及断层产状,粗略估算映秀—北川断裂带自中生代以来累积垂直位移量大于9km,灌县—安县断裂带累积垂直位移量小于3km.映秀—北川断裂带长期大地震产生的累积垂直位移量是龙门山隆升的主要贡献. 展开更多
关键词 汶川地震断裂带 滑移行为 断裂带物理性质 大地震活动性 汶川地震断裂带科学钻探 龙门山
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