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Risk factors and interaction analysis of severe diastasis recti abdominis within 6 months postpartum
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作者 SHAN Hongjie XIAO Min +1 位作者 CHEN Chao GAO Hong 《中南大学学报(医学版)》 北大核心 2026年第3期459-469,共11页
Objective:Severe diastasis recti abdominis(DRA)in the postpartum period may lead to long‑term functional impairment in women.However,the independent effects and interactions of perinatal risk factors during the early ... Objective:Severe diastasis recti abdominis(DRA)in the postpartum period may lead to long‑term functional impairment in women.However,the independent effects and interactions of perinatal risk factors during the early postpartum recovery window have not been fully elucidated.This study aims to analyze the risk factors and interaction effects associated with severe postpartum DRA and to identify characteristics of high‑risk populations.Methods:This retrospective cohort study included postpartum women who underwent postpartum rehabilitation treatment at Hengyang Maternal and Child Health Hospital between January 2019 and August 2022,with a postpartum interval of 42 to 180 d.The inter-rectus distance was measured using palpation combined with caliper assessment.According to the inter-rectus distance,participants were divided into 4 groups:A severe DRA group(separation distance≥4 cm),a moderate DRA group(3.0 to 3.9 cm),a mild DRA group(2.0 to 2.9 cm),and a normal group(<2 cm).The moderate DRA,mild DRA,and normal groups were combined as the control group.Receiver operating characteristic(ROC)curve analysis was used to evaluate continuous variables and determine optimal cutoff values for stratification.The chi-square test was used to compare differences in influencing factors between the severe DRA group and the control group.Binary Logistic regression analysis was further performed to investigate the effects of various factors on severe DRA,and interaction analysis within the binary Logistic regression model was used to identify high-risk populations.Results:A total of 525 postpartum women were ultimately included,including 112 in the severe DRA group,257 in the moderate DRA group,98 in the mild DRA group,and 58 in the normal group.The overall incidence of DRA was 89.0%,while the incidence of severe DRA was 21.3%.The diagnostic cutoff values for body mass index(BMI),neonatal birth weight,and gestational weight gain were 22.55 kg/m^(2),3350 g,and 12.25 kg,respectively.Participants with BMI≥22.55 kg/m^(2),neonatal birth weight≥3350 g,gestational weight gain≥12.25 kg,multiparity,cesarean delivery,or number of fetuses≥2 had significantly higher incidences of severe DRA(all P<0.05).Binary Logistic regression analysis showed that neonatal birth weight≥3350 g,gestational weight gain≥12.25 kg,cesarean delivery,and multiparity were independent risk factors for severe DRA(all P<0.05).The interaction among neonatal birth weight≥3350 g,multiparity,and cesarean delivery showed the strongest association with severe DRA(OR=7.10,95%CI 3.43 to 14.71).When all 3 risk factors were present simultaneously,the incidence of severe DRA reached 61.76%.Conclusion:Neonatal birth weight≥3350 g,gestational weight gain≥12.25 kg,cesarean delivery,and multiparity are important independent risk factors for severe postpartum DRA,and significant synergistic amplification effects exist among these factors.This study clarified the characteristics of high-risk populations and may provide a basis for targeted early screening and intervention. 展开更多
关键词 diastasis recti abdominis 6 months postpartum risk factors interaction effects cesarean section MULTIPARITY
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Interaction analysis of sequentially installed support system and reinforced rock for deep tunnels
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作者 CHEN Xu ZHANG Ding-li +1 位作者 SUN Zhen-yu CHEN Xuan-hao 《Journal of Central South University》 2026年第2期886-904,共19页
This study analyzed the interaction between sequentially installed combined support systems and the surrounding rock.Six distinct forms of elastic-brittle-plastic rock masses with reinforcement were analyzed,along wit... This study analyzed the interaction between sequentially installed combined support systems and the surrounding rock.Six distinct forms of elastic-brittle-plastic rock masses with reinforcement were analyzed,along with the critical displacements that governed their transition behaviors.Virtual support pressure was introduced to assess the spatial influence of the tunnel face.It was determined by integrating the longitudinal displacement profile with the proposed ground characteristic curve solutions under various ground conditions.Considering the timing of support installation,the support-rock interaction was divided into three phases.A method was presented to determine the evolution of this interaction based on critical displacements.An analytical approach was further proposed to describe the complete process of support system-rock interaction using displacement coordination.The analytical results are validated against numerical simulations and field measurements,and the method's advantages are demonstrated through comparisons with existing models and the convergence-confinement approach.Finally,the effects of surrounding rock and support parameters are examined.The results indicate that residual cohesion,the friction angle of reinforced ground,and reinforcement thickness strongly influence tunnel behavior.Additionally,increasing the stiffness or advancing the installation of secondary support substantially raises secondary support pressure. 展开更多
关键词 analytical model support-reinforced rock interaction ground reinforcement tunnel displacement combined support system virtual support pressure
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Rational design of planar lamellar energetic crystals via intermolecular interaction engineering: Synergistic mechanisms for balancing energy and safety
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作者 Rupeng Bu 《Defence Technology(防务技术)》 2026年第3期280-299,共20页
Energetic materials face critical challenges in balancing energy density and safety,driving the development of low-sensitivity high-energy materials.Though vital for modern defense and civilian applications,low-sensit... Energetic materials face critical challenges in balancing energy density and safety,driving the development of low-sensitivity high-energy materials.Though vital for modern defense and civilian applications,low-sensitivity high-energy materials remain scarce,with 1,3,5-trinitro-2,4,6-triaminobenzene as the only deployed example.Planar lamellar energetic crystals,which utilize weak interlamellarπ-πstacking for mechanical energy dissipation,have shown significant promise.However,their rational design is constrained by insufficient understanding of intermolecular interaction synergy.This review synthesizes the structural features of planar lamellar energetic crystals,emphasizing three core elements:the single-atomic-thickness planar stacking architecture,the"strong intralamellar and weak interlamellar interaction"paradigm(key to balancing energy density and safety for low-sensitivity high-energy materials,LSHEMs),and the role of molecular planarity in reducing shear slip barriers.It categorizes design strategies into two frameworks:H–bonding dominated(single-component:cross-shaped assembly,strong H–bonding in high symmetric molecules;multi-component methods:tenon-and-mortise,acceptor-donor separation)and other intermolecular interactions(e.g.,π-πstacking-drivenπ-π2max model,π-hole recognition).Case studies in single/multi-component crystals confirm that these strategies tune interaction synergy to achieve target packing motifs.The review highlights that interaction engineering is pivotal for PLEC design,offering a targeted theoretical framework for rational development of LSHEMs(to address the scarcity of practical LSHEMs)and guiding future crystal engineering for energy-safety balanced systems. 展开更多
关键词 Planar lamellar energetic crystals Intermolecular interactions Crystal packing Energy-safety balance Crystal engineering
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Research progress on metal-support interactions over Ni-based catalysts for CH_(4)-CO_(2)reforming reaction 被引量:1
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作者 SUN Kai JIANG Jianfei +4 位作者 LIU Zixuan GENG Shiqi LIU Zhenmin YANG Jiaqian LI Shasha 《燃料化学学报(中英文)》 北大核心 2025年第4期434-451,共18页
With ongoing global warming and increasing energy demands,the CH_(4)-CO_(2)reforming reaction(dry reforming of methane,DRM)has garnered significant attention as a promising carbon capture and utilization technology.Ni... With ongoing global warming and increasing energy demands,the CH_(4)-CO_(2)reforming reaction(dry reforming of methane,DRM)has garnered significant attention as a promising carbon capture and utilization technology.Nickel-based catalysts are renowned for their outstanding activity and selectivity in this process.The impact of metal-support interaction(MSI),on Ni-based catalyst performance has been extensively researched and debated recently.This paper reviews the recent research progress of MSI on Ni-based catalysts and their characterization and modulation strategies in catalytic reactions.From the perspective of MSI,the effects of different carriers(metal oxides,carbon materials and molecular sieves,etc.)are introduced on the dispersion and surface structure of Ni active metal particles,and the effect of MSI on the activity and stability of DRM reactions on Ni-based catalysts is discussed in detail.Future research should focus on better understanding and controlling MSI to improve the performance and durability of nickel-based catalysts in CH_(4)-CO_(2)reforming,advancing cleaner energy technologies. 展开更多
关键词 CO_(2)utilization CH_(4)-CO_(2)reforming Ni-based catalysts metal-support interactions supports
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Numerical Modeling of Ship-Ice-Water Interaction for Freerunning Ships in Pack Ice
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作者 ZOU Ming ZOU Zao−jian +1 位作者 ZOU Lu ZHU Sheng−tao 《船舶力学》 北大核心 2025年第6期878-887,共10页
Ice-going ships play a crucial role in polar transportation and resource extraction.Different from the existing modeling approach which assumes that ships remain stationary,dynamic overset grid technology and DFBI(Dyn... Ice-going ships play a crucial role in polar transportation and resource extraction.Different from the existing modeling approach which assumes that ships remain stationary,dynamic overset grid technology and DFBI(Dynamic Fluid-Body Interaction)method are employed in this paper to enable the free-running motion of the ship in modeling.A numerical model capable of simulating a ship navigating through pack ice area is proposed,which uses Computational Fluid Dynamics(CFD)method to solve the flow field and applies the Discrete Element Method(DEM)to simulate ship-ice and ice-ice interactions.Besides,the proposed high-precision method for generating pack ice area can be used in conjunction with the proposed numerical model.By comparing the numerical results with the available model test data and experimental observations,the effectiveness of the numerical model is validated,demonstrating its strong capability of predicting resistance and simulating ship navigation in pack ice,as well as its significant potential and applicability for further studies. 展开更多
关键词 pack ice ship-ice-water interaction CFD-DEM dynamic overset grid technology ship resistance
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Design of commonly-resonated extended interaction circuits for submillimeter-wave phase-locked oscillators
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作者 BI Liang-Jie LI Hai-Long +2 位作者 WANG Bin MENG Lin YIN Yong 《红外与毫米波学报》 北大核心 2025年第4期553-561,共9页
In this paper,a scheme of commonly-resonated extended interaction circuit system based on high order TMn,mode is proposed to lock the phases of two extended interaction oscillators(EIOs)for generating high power at G-... In this paper,a scheme of commonly-resonated extended interaction circuit system based on high order TMn,mode is proposed to lock the phases of two extended interaction oscillators(EIOs)for generating high power at G-band.Two separate EIOs are coupled through a specific single-gap coupling field supported by a designed gap waveguide with length Lg,which form the phase-locked EIOs based on the commonly-resonated system.As a whole system,the system has been focused on with mode analysis based on different single-gap coupling fields,mode hopping,which present the variation of phase difference between the two-beam-wave interactions when changing Lg.To demonstrate the effectiveness of the proposed circuit system in producing the phase locking,we conducted particle-in-cell(PIC)simulations to show that the interesting mode hopping occurs with the phase difference of O and r between the output signals from two output ports,corresponding to the excitation of the TMn mode with different n.Simulation results show that 1)the oscillator can deliver two times of the output power obtained from one single oscillator at 220 GHz,2)the two EIOs can still deliver output signals with phase difference of O and when the currents of the two beams are different or the fabrication errors of the two EIO cavities are taken into account.The proposed scheme is promising in extending to phase locking between multiple EIOs,and generating higher power at millimeter-wave and higher frequencies. 展开更多
关键词 electron physics phase-locked extended interaction oscillator(EIO) PIC simulations distributed beam high order mode
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Strong electronic metal-support interactions for enhanced hydroformylation activity and stability over Rh single-atom catalysts through phosphorus doping
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作者 Boyang Fu Ping Ma +11 位作者 Xiaoyang Ding Kaifu Cai Limin Sun Yujin Zhu Qiwei Yin Yihao Sun Tianle Liu Yuzhen Li Yuxing Xu Jian Gu Haowen Ma Junling Lu 《中国科学技术大学学报》 北大核心 2025年第3期2-10,1,I0001,共11页
By simplifying catalyst-product separation and reducing phosphorus waste,heterogeneous hydroformylation offers a more sustainable alternative to homogeneous processes.However,heterogeneous hydroformylation catalysts d... By simplifying catalyst-product separation and reducing phosphorus waste,heterogeneous hydroformylation offers a more sustainable alternative to homogeneous processes.However,heterogeneous hydroformylation catalysts developed thus far still suffer from the issues of much lower activity and metal leaching,which severely hinder their practical application.Here,we demonstrate that incorporating phosphorus(P)atoms into graphitic carbon nitride(PCN)supports facilitates charge transfer from Rh to the PCN support,thus largely enhancing electronic metal-support interactions(EMSIs).In the styrene hydroformylation reaction,the activity of Rh_(1)/PCN single-atom catalysts(SACs)with varying P contents exhibited a volcano-shaped relationship with P doping,where the Rh_(1)/PCN SAC with optimal P doping showed exceptional activity,approximately 5.8-and 3.3-fold greater than that of the Rh_(1)/g-C_(3)N_(4)SAC without P doping and the industrial homogeneous catalyst HRh(CO)(PPh_(3))_(3),respectively.In addition,the optimal Rh_(1)/PCN SAC catalyst also demonstrated largely enhanced multicycle stability without any visible metal aggregation owing to the increased EMSIs,which sharply differed from the severe metal aggregation of large nanoparticles on the Rh_(1)/g-C_(3)N_(4)SAC.Mechan-istic studies revealed that the enhanced catalytic performance could be attributed to electron-deficient Rh species,which reduced CO adsorption while simultaneously promoting alkene adsorption through increased EMSIs.These findings suggest that tuning EMSIs is an effective way to achieve SACs with high activity and durability. 展开更多
关键词 heterogeneous hydroformylation Rh single-atom catalysts electronic metal-support interactions phosphorus doping
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A comprehensive review on elucidating the host disease resistance mechanism from the perspective of the interaction between cotton and Verticillium dahliae
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作者 ZHANG Yalin ZHAO Lihong +8 位作者 LI Dongpo LI Ziming FENG Hongjie FENG Zili WEI Feng ZHOU Jinglong MA Zhiying YANG Jun ZHU Heqin 《Journal of Cotton Research》 2025年第1期129-142,共14页
Verticillium wilt,caused by the infamous pathogen Verticillium dahliae,presents a primary constraint on cotton cul-tivation worldwide.The complexity of disease resistance in cotton and the largely unexplored interacti... Verticillium wilt,caused by the infamous pathogen Verticillium dahliae,presents a primary constraint on cotton cul-tivation worldwide.The complexity of disease resistance in cotton and the largely unexplored interaction dynamics between the cotton plant host and V.dahliae pathogen pose a crucial predicament for effectively managing cotton Verticillium wilt.Nevertheless,the most cost-effective approach to controlling this disease involves breeding and cul-tivating resistant cotton varieties,demanding a meticulous analysis of the mechanisms underlying cotton’s resistance to Verticillium wilt and the identification of pivotal genes.These aspects constitute focal points in disease-resistance breeding programs.In this review,we comprehensively discuss genetic inheritance associated with Verticillium wilt resistance in cotton,the advancements in molecular markers for disease resistance,the functional investiga-tion of resistance genes in cotton,the analysis of pathogenicity genes in V.dahliae,as well as the intricate interplay between cotton and this fungus.Moreover,we delve into the future prospects of cutting-edge research on cotton Verticillium wilt,aiming to proffer valuable insights for the effective management of this devastating fungus. 展开更多
关键词 Cotton Verticillium wilt Verticillium dahliae Resistance inheritance Disease resistance mechanism interaction mechanism
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Analytic method of skin friction for plum blossom pile foundations considering pile-soil interaction under vertical load
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作者 LI Long JIANG Quan DENG You-sheng 《Journal of Central South University》 2025年第9期3336-3347,共12页
Plum blossom pile is a new type of special-shaped pile, which is proposed based on the principle of maximum perimeter with the same cross-sectional area. To advance this technique, primarily for the design of plum blo... Plum blossom pile is a new type of special-shaped pile, which is proposed based on the principle of maximum perimeter with the same cross-sectional area. To advance this technique, primarily for the design of plum blossom piles, it is important to investigate the skin friction behavior of plum blossom pile foundations precluding any straightforward constitutive model. In this work, an analytic method dependent on the cross-sectional geometry and the vertical shearing effects is proposed by means of equilibrium analysis to calculate the effective vertical stress in the surrounding soil, the skin friction/negative skin friction, and the axial force/dragload of a plum blossom pile. Additionally, the curves of skin friction of piles are investigated with the same conditions. The results show that the curves of skin friction of piles deduced according to the developed analytic method agree well with the FEM results and related literature solution, which validates the solution. The axial force of the pile decreases with the increase of the shear action coefficient in the buried depth direction under the vertical concentrated load when considering the vertical shearing effects on the pile-soil interfaces. 展开更多
关键词 plum blossom pile skin friction pile-soil interaction vertical shearing effects negative skin friction
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Seismic pseudo-static stability analysis of bedding jointed rock slope stability under the interaction of the upper dangerous rock mass and lower stepped slope mass based on acceleration assessment
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作者 LI De-jian XIAO Yu +3 位作者 YANG Yan-song YU Peng-cheng ZHANG Ying-bin ZHAO Lian-heng 《Journal of Central South University》 2025年第7期2619-2637,共19页
In the practical slope engineering,the stability of lower sliding mass(region A)with back tensile cracks of the jointed rock slope attracts more attentions,but the upper rock mass(region B)may also be unstable.Therefo... In the practical slope engineering,the stability of lower sliding mass(region A)with back tensile cracks of the jointed rock slope attracts more attentions,but the upper rock mass(region B)may also be unstable.Therefore,in this study,based on the stepped failure mode of bedding jointed rock slopes,considering the influence of the upper rock mass on the lower stepped sliding mass,the improved failure model for analyzing the interaction force(F_(AB))between two regions is constructed,and the safety factors(F_(S))of two regions and whole region are derived.In addition,this paper proposes a method to determine the existence of F_(AB) using their respective acceleration values(a_(A) and a_(B))when regions A and B are unstable.The influences of key parameters on two regions and the whole region are analyzed.The results show that the variation of the F_(AB) and F_(S) of two regions can be obtained accurately based on the improved failure model.The accuracy of the improved failure model is verified by comparative analysis.The research results can explain the interaction mechanism of two regions and the natural phenomenon of slope failure caused by the development of cracks. 展开更多
关键词 bedding jointed rock slope upper dangerous rock mass stepped sliding interaction mechanism stability analysis
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Developments of numerical methods for linear and nonlinear fluid-solid interaction dynamics with applications 被引量:9
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作者 Jing Tang XING 《力学进展》 EI CSCD 北大核心 2016年第1期95-139,共45页
关键词 linear and nonlinear fluid-solid interactions MIXED FE-substructuremethod MIXED FE-BE METHOD MIXED FE-FD METHOD MIXED FE-SP METHOD fluidsloshing acoustic volume—structure coupling breaking WAVE simulations pressurewaves in fluids LNG ship VLFS-water interaction WAVE energy harvesting
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Microstructure and Intermolecular Interactions of[Bmim][PF_6]+Water+Alcohol Systems:A Molecular Dynamics Simulation Study 被引量:4
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作者 MEI Qing-Qing HOU Min-Qiang +3 位作者 NING Hui MA Jun YANG De-Zhong HAN Bu-Xing 《物理化学学报》 SCIE CAS CSCD 北大核心 2014年第12期2210-2215,共6页
Studying the microstructure and intermolecular interactions of ionic liquid(IL)systems is of great importance.In this work,molecular dynamics(MD)simulations were performed on 1-butyl-3-methylimidazolium hexafluorophos... Studying the microstructure and intermolecular interactions of ionic liquid(IL)systems is of great importance.In this work,molecular dynamics(MD)simulations were performed on 1-butyl-3-methylimidazolium hexafluorophosphate([Bmim][PF6])+water+ethanol and[Bmim][PF6]+water+isopropanol ternary systems.Radial distribution functions were calculated,and the interaction energies between ion pairs and mixed solvents of different compositions were decomposed into Coulombic interaction energies and Lennard-Jones(LJ)potentials.The microstructure and intermolecular interactions of the ternary systems were studied based on the results,and the phase behaviors of the systems were discussed.The results show that water tends to interact with the anion and polar part of the cation,while alcohols prefer to interact with the anion and nonpolar part of the cation.The Coulombic interaction dominates over the anion-solvent interaction,while the LJ interaction dominates over the cation-solvent interaction.The association state of the ion pair has a smal effect on the LJ interaction,but a significant effect on the Coulombic interaction. 展开更多
关键词 lonic liquid Mixed solvent Ternary system Coulombic interaction Lennard-Jones interaction Molecular dynamics simulation
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化繁为简 神秘“感应”——《Interaction—for 3 piccolos & 3 suite-drums》音乐分析
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作者 张延莉 《音乐创作》 北大核心 2010年第1期126-127,共2页
作者从音乐结构、和声、音响、内容等方面分析了钱仁平的作品《Interaction》,作者认为这是一首化繁为简、返璞归真的,穿着无调性音乐的外衣却蕴藏着传统的音乐元素、人丈精神的优秀中国新音乐作品,它貌似夸张另类,实则传统质朴,... 作者从音乐结构、和声、音响、内容等方面分析了钱仁平的作品《Interaction》,作者认为这是一首化繁为简、返璞归真的,穿着无调性音乐的外衣却蕴藏着传统的音乐元素、人丈精神的优秀中国新音乐作品,它貌似夸张另类,实则传统质朴,融传统与现代于一体。 展开更多
关键词 interaction 短笛 康加鼓 音级集合 感应
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Beam-track interaction of high-speed railway bridge with ballast track 被引量:19
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作者 闫斌 戴公连 张华平 《Journal of Central South University》 SCIE EI CAS 2012年第5期1447-1453,共7页
Based on the construction bridge of Xiamen-Shenzhen high-speed railway(9-32 m simply-supported beam + 6×32 m continuous beam),the pier-beam-track finite element model,where the continuous beam of the ballast trac... Based on the construction bridge of Xiamen-Shenzhen high-speed railway(9-32 m simply-supported beam + 6×32 m continuous beam),the pier-beam-track finite element model,where the continuous beam of the ballast track and simply-supported beam are combined with each other,was established.The laws of the track stress,the pier longitudinal stress and the beam-track relative displacement were analyzed.The results show that reducing the longitudinal resistance can effectively reduce the track stress and the pier stress of the continuous beam,and increase the beam-track relative displacement.Increasing the rigid pier stiffness of continuous beam can reduce the track braking stress,increase the pier longitudinal stress and reduce the beam-track relative displacement,Increasing the rigid pier stiffness of simply-supported beam can reduce the track braking stress,the rigid pier longitudinal stress and the beam-track relative displacement. 展开更多
关键词 high-speed railway beam-track interaction ballast track rail longitudinal force continuous beam
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Test of subcritical crack growth and fracture toughness under water-rock interaction in three types of rocks 被引量:8
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作者 郝瑞卿 李江腾 +2 位作者 曹平 刘博 廖峻 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第2期662-668,共7页
The subcritical crack growth and fracture toughness in peridotite, lherzolite and amphibolite were investigated with double torsion test. The results show that water-rock interaction has a significant influence on sub... The subcritical crack growth and fracture toughness in peridotite, lherzolite and amphibolite were investigated with double torsion test. The results show that water-rock interaction has a significant influence on subcritical crack growth. With water-rock interaction, the crack velocity increases, while the stress intensity factor declines, which illustrates that water-rock interaction can decrease the strength of rocks and accelerate the subcritical crack growth. Based on Charlse theory and Hilling & Charlse theory, the test data were analyzed by regression and the correlation coefficients were all higher than 0.7, which shows the correlation is significant. This illustrates that both theories can explain the results of tests very well. Therefore, it is believed that the subcritical crack growth attributes to the breaking of chemical bond, which is caused by the combined effect of the tensile stress and the chemical reaction between the material at crack tip and the corrosive agent. Meanwhile, water-rock interaction has a vital effect on fracture toughness. The fracture toughness of samples under atmospheric environment is higher than that of samples immersed in water. And water-rock interaction has larger influence on fracture toughness in amphibolite than that in peridotite and lherzolite. 展开更多
关键词 subcritical crack growth fracture toughness double torsion test water-rock interaction PERIDOTITE LHERZOLITE AMPHIBOLITE
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Sensitive factors research for track-bridge interaction of Long-span X-style steel-box arch bridge on high-speed railway 被引量:9
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作者 刘文硕 戴公连 何旭辉 《Journal of Central South University》 SCIE EI CAS 2013年第11期3314-3323,共10页
X-style arch bridge on high-speed railways(HSR)is one kind of complicated long-span structure,and the track-bridge interaction is essential to ensure the safety and smoothness of HSR.Taking an X-style steel-box arch b... X-style arch bridge on high-speed railways(HSR)is one kind of complicated long-span structure,and the track-bridge interaction is essential to ensure the safety and smoothness of HSR.Taking an X-style steel-box arch bridge with a main span of450 m on HSR under construction for example,a new integrative mechanic model of rail-stringer-cross beam-suspenderpier-foundation coupling system was established,adopting the nonlinear spring element simulating the longitudinal resistance between track and bridge.The transmission law of continuous welded rail(CWR)on the X-style arch bridge was researched,and comparative study was carried out to discuss the influence of several sensitive factors,such as the temperature load case,the longitudinal resistance model,the scheme of longitudinal restraint conditions,the introverted inclination of arch rib,the stiffness of pier and abutment and the location of the rail expansion device.Calculating results indicate that the longitudinal resistance has a significant impact upon the longitudinal forces of CWR on this kind of bridge,while the arch rib’s inclination has little effect.Besides,temperature variation of arch ribs and suspenders should be taken into account in the calculation.Selecting the restraint system without longitudinally-fixed bearing and setting the rail expansion devices on both ends are more reasonable. 展开更多
关键词 high-speed railway track-bridge interaction X-style steel-box arch bridge continuous welded rail
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Symmetry breaking of photonic spin-orbit interactions in metasurfaces 被引量:15
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作者 Fei Zhang Mingbo Pu +2 位作者 Jun Luo Honglin Yu Xiangang Luo 《光电工程》 CAS CSCD 北大核心 2017年第3期319-325,共7页
Spin-orbit optical phenomena pertain to the wider class of electromagnetic effects originating from the interaction of the photon spin with the spatial structure and propagation characteristics of an optical wave,medi... Spin-orbit optical phenomena pertain to the wider class of electromagnetic effects originating from the interaction of the photon spin with the spatial structure and propagation characteristics of an optical wave,mediated by suitable optical media.There are many emerging photonic applications of spin-orbit interactions(SOI)of light,such as control of the optical wave propagation via the spin,enhanced optical manipulation,and generation of structured optical fields.Unfortunately,current applications are based on symmetric SOI,that is,the behaviours of polarized photons with two opposite spins are opposite,leading to the limit of spin-based multiplexers.The symmetry of SOI can be broken in our proposed metasurfaces,consisting of spatially varying birefringence,which can arbitrarily and independently build SOI for two opposite spins without reduction of optical energy usage.We obtain three kinds of dual-functional metasurfaces at visible and infrared wavelengths with high efficiency.Our concept of generation of asymmetric SOI for two spins,using anisotropic metasurfaces,will open new degrees of freedoms for building new types of spin-controlled multifunctional shared-aperture devices for the generation of complex structured optical fields. 展开更多
关键词 metasurfaces METAMATERIALS spin-orbit interactions
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Complex experimental analysis of rifle-shooter interaction 被引量:4
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作者 Michal Taraszewski Janusz Ewertowski 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2017年第5期346-352,共7页
In this study, a complex analysis of a man-weapon interaction based on experimental effort is presented.The attention is focused on how a shooter can influence on a rifle, opposite to generally considered in literatur... In this study, a complex analysis of a man-weapon interaction based on experimental effort is presented.The attention is focused on how a shooter can influence on a rifle, opposite to generally considered in literature rifle's impact on a shooter. It is shown, based on the kbk AKM weapon, that each support point of the rifle has an substantial impact on the system. It is said that identifying human reactions on weapon may let to describe gun movement and thus may be applied to weapon accuracy determination. 展开更多
关键词 Rifle-shooter interaction Man-weapon forces MUZZLE CLIMB FIREARM Recoil Accuracy
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Fluid structure interaction for circulation valve of hydraulic shock absorber 被引量:6
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作者 陈齐平 舒红宇 +2 位作者 方文强 何联格 杨茂举 《Journal of Central South University》 SCIE EI CAS 2013年第3期648-654,共7页
Based on the working principle and the damping characteristic of hydraulic shock absorber, a fluid structure interaction method was presented, which was used to analyze the microcosmic and high-frequency processing me... Based on the working principle and the damping characteristic of hydraulic shock absorber, a fluid structure interaction method was presented, which was used to analyze the microcosmic and high-frequency processing mechanism of fluid structure interaction between circulation valve and liquid of hydraulic shock absorber. The fluid mesh distortion was controlled by the CEL language, and the fluid struc^tre interaction mathematical model was established. The finite element model was established by ANSYS CFX software and was analyzed by dynamic mesh technique. The local sensitive computational area was meshed by prismatic grid, which could reduce the negative volume problem during the simulation. The circulation valve and liquid of hydraulic shock absorber were simulated and analyzed under the condition of sinusoidal inlet velocity loads. Flow characteristic and dynamics characteristic were obtained. The pressure distribution and the displacement of circulation value were obtained, and the acceleration curve of circulation valve was simulated and analyzed. The conformity of the final simulation results with the experimental datum indicates that this method is accurate and reliable to analyze the dynamics characteristic between circulation valve and liquid of hydraulic shock absorber, which can provide a theoretical foundation for optimizing hydraulic shock absorber in the future. 展开更多
关键词 hydraulic shock absorber circulation valve finite element method fluid structure interaction simulation analysis
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A simplified approach for settlement calculation of pile groups considering pile-to-pile interaction in layered soils 被引量:5
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作者 杨明辉 张小威 赵明华 《Journal of Central South University》 SCIE EI CAS 2011年第6期2131-2136,共6页
A simplified approach is presented for the analysis of the settlement of vertically loaded pile groups. In order to simulate the nonlinear pile-to-pile interaction in pile groups, the soils along the piles are assumed... A simplified approach is presented for the analysis of the settlement of vertically loaded pile groups. In order to simulate the nonlinear pile-to-pile interaction in pile groups, the soils along the piles are assumed to behave as a series of nonlinear springs subjected to the shaft shear stress at the pile/soil interface. Considering the displacement reduction induced by the pile-to-pile interaction, the shear-deformation method is adopted to approximate the displacement field of the layered soils around the piles, and the equivalent stiffness of the springs is obtained. Furthermore, the load-settlement response of pile groups is deduced by modifying the load-transfer functions to account for the pile-to-pile interaction. The settlements of a laboratory pile groups computed by the presented approach are in a good agreement with measured results. The analysis on Contrastive parameters shows that the settlements of pile group decrease with the increase of the pile space and pile length, and the part of piles exceeding the critical pile length has little contribution to the beating capacity of the pile groups. 展开更多
关键词 pile groups SETTLEMENT pile-to-pile interaction load transfer shear-deformation method
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