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碎石砼的基本特性研究
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作者 董德歆 张锦娟 刘宪春 《西北农业大学学报》 CSCD 北大核心 1999年第2期67-70,共4页
在研究碎石粒形特性对砼性能的影响及粒形评价指标的基础上,提出了对碎石粒形进行质量分级的建议。同时对碎石砼的一些基本特性进行了具体分析,证明碎石砼更适合于在高强度。
关键词 碎石 粒形特性 碎石混凝土 强度
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A novel non-overlapping approach to accurately represent 2D arbitrary particles for DEM modelling 被引量:2
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作者 张强 徐卫亚 +2 位作者 刘沁雅 王伟 孟庆祥 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第1期190-202,共13页
Mechanical behaviors of granular materials are complicated and greatly influenced by the particle shape.Current,some composite approaches have been proposed for realistic particle shape modelling within discrete eleme... Mechanical behaviors of granular materials are complicated and greatly influenced by the particle shape.Current,some composite approaches have been proposed for realistic particle shape modelling within discrete element method(DEM),while they cannot give a good representation to the shape and mass properties of a real particle.In this work,a novel algorithm is developed to model an arbitrary particle using a cluster of non-overlapping disks.The algorithm mainly consists of two components:boundary filling and domain filling.In the boundary filling,some disks are placed along the boundary for a precise representation of the particle shape,and some more disks are placed in the domain to give an approximation to the mass properties of the particle in the domain filling.Besides,a simple method is proposed to correct the mass properties of a cluster after domain filling and reduce the number of the disks in a cluster for lower computational load.Moreover,it is another great merit of the algorithm that a cluster generated by the algorithm can be used to simulate the particle breakage because of no overlaps between the disks in a cluster.Finally,several examples are used to show the robust performance of the algorithm.A current FORTRAN version of the algorithm is available by contacting the author. 展开更多
关键词 discrete element method (DEM) composite approaches arbitrary particles CLUSTERS non-overlapping disks
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Deformation characteristics of coarse-grained soil with various gradations 被引量:1
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作者 孟飞 张家生 +1 位作者 陈晓斌 王启云 《Journal of Central South University》 SCIE EI CAS 2014年第6期2469-2476,共8页
By using large scale triaxial shearing apparatus,consolidated-drained shear tests were conducted on coarse-grained soil with different gradations.In order to describe their deformation rules,three main characteristics... By using large scale triaxial shearing apparatus,consolidated-drained shear tests were conducted on coarse-grained soil with different gradations.In order to describe their deformation rules,three main characteristics of tangent Poisson ratio curves were summarized and the reason was revealed by dividing the movement of soil particles into two kinds: the movement of fine particles and the movement of coarse particles.Then,a volumetric strain expression and a tangent Poisson ratio expression were put forward,and two defects of widely used Duncan-Chang model were fixed.Results calculated from them agree well with test results.There are three parameters,namely L,G and F,in this new model.Parameter L reflects the dilatancy of a specimen and L=4 can be used as a criterion to estimate whether a certain kind of soil has dilatancy quality or not.Parameters G and F relate to the initial slope of tangent Poisson ratio curves,and G=F=0 indicates a special situation which happens in dense granular material of the same diameter.Influences of various gradations on volume deformation are mainly reflected in parameter L which is smaller when there are more gravels in specimens. 展开更多
关键词 coarse-grained soil volumetric strain triaxial test DILATANCY GRADATION
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Strength and deformation behaviour of coarse-grained soil by true triaxial tests 被引量:7
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作者 施维成 朱俊高 +1 位作者 赵仲辉 刘汉龙 《Journal of Central South University》 SCIE EI CAS 2010年第5期1095-1102,共8页
In order to investigate the influence of intermediate principal stress on the stress-strain and strength behaviour of a coarse-grained soil, a series of true triaxial tests were performed. The tests were conducted in ... In order to investigate the influence of intermediate principal stress on the stress-strain and strength behaviour of a coarse-grained soil, a series of true triaxial tests were performed. The tests were conducted in a recently developed true triaxial apparatus with constant minor principal stress σ3 and constant value of intermediate principal stress ratio b=(σ2-σ3)/(σ1-σ3) (al is the vertical stress, and % is the horizontal stress). It is found that the intermediate principal strain, ε2, increases from negative to positive value with the increase of parameter b from zero to unity under a constant minor principal stress. The minor principal strain, ε3, is always negative. This implies that the specimen exhibits an evident anisotropy. The relationship between b and friction angle obtained from the tests is different from that predicted by LADE-DUNCAN and MATSUOKA-NAKAI criteria. Based on the test results, an empirical equation of g(b) that is the shape function of the failure surface on re-plane was presented. The proposed equation is verified to be reasonable by comparing the predicted results using the equation with true triaxial test results of soils, such as coarse-grained soils in this study, sands and gravels in other studies. 展开更多
关键词 cohesionless soil coarse-grained soil true triaxial test STRENGTH DEFORMATION failure criterion
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Continuous Spectrum of Trigonometric Rosen-Morse and Eckart Potentials from Free Particle Spectrum
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作者 H.Panahi H.Pouraramt 《Communications in Theoretical Physics》 SCIE CAS CSCD 2011年第6期965-968,共4页
The shape invariant symmetry of the Trigonometric Rosen-Morse and Eckart potentials has been studied through realization of so(3) and so(2, 1) Lie algebras respectively. In this work, by using the free particle ei... The shape invariant symmetry of the Trigonometric Rosen-Morse and Eckart potentials has been studied through realization of so(3) and so(2, 1) Lie algebras respectively. In this work, by using the free particle eigenfunction, we obtain continuous spectrum of these potentials by means of their shape invariance symmetry in an algebraic method. 展开更多
关键词 Trigonometric Rosen-Morse and Eckart potentials supersymmetric quantum mechanics shapeinvariant symmetry so(3) so(2 1)
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Application of Light Reflectance-Transmittance Measurement Method to Reconstruct Geometrical Morphology of Particle Fractal Aggregates
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作者 LIU Zhigang FANG Hongyi +2 位作者 ZHU Ruihan HE Zhenzong MAO Junkui 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2021年第1期57-67,共11页
Particles,including soot,aerosol and ash,usually exist as fractal aggregates.The radiative properties of the particle fractal aggregates have a great influence on studying the light or heat radiative transfer in the p... Particles,including soot,aerosol and ash,usually exist as fractal aggregates.The radiative properties of the particle fractal aggregates have a great influence on studying the light or heat radiative transfer in the particle medium.In the present work,the performance of the single-layer inversion model and the double-layer inversion model in reconstructing the geometric structure of particle fractal aggregates is studied based on the light reflectancetransmittance measurement method.An improved artificial fish-swarm algorithm(IAFSA)is proposed to solve the inverse problem.The result reveals that the accuracy of double-layer inversion model is more satisfactory as it can provide more uncorrelated information than the single-layer inversion model.Moreover,the developed IAFSA show higher accuracy and better robustness than the original artificial fish swarm algorithm(AFSA)for avoiding local optimization problems effectively.As a whole,the present work supplies a useful kind of measurement technology for predicting geometrical morphology of particle fractal aggregates. 展开更多
关键词 inversion radiative problem artificial fish swarm algorithm radiative property particle fractal aggregate geometrical morphology
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Effect of liquid-solid ratio on the morphology,structure,conductivity,and electromagnetic characteristics of iron particles 被引量:2
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作者 TONG GuoXiu HUA Qiao +3 位作者 WU WenHua QIN MingYue LI LiangChao GONG PeiJun 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第2期484-489,共6页
Using a ball-milling technique,polymorphous iron particles were prepared by changing only the liquid-solid ratioλ.Effects of λon their morphology,structure,conductivity,and electromagnetic properties were studied.Th... Using a ball-milling technique,polymorphous iron particles were prepared by changing only the liquid-solid ratioλ.Effects of λon their morphology,structure,conductivity,and electromagnetic properties were studied.The results show that an increase ofλfrom 0 to 0.25 causes a nonlinear decrease of the conductivity in the ranges of 88.50-2.25 S cm-1 and a regular variation of the electromagnetic parameters,corresponding to the as-obtained iron particles.This is ascribed to a combination of the increased shape anisotropy and the decreased fresh surface with active atoms deriving from the weakened welding-on action and the enhanced micro-malleation action in the ball-milling process.Hereinto,the iron flakes formed at wet-milling with λ=0.08-0.25 have lower conductivity,higher permittivity and permeability,and more excellent absorption property compared with the irregular iron particles obtained at dry-milling withλ=0.It is a consequence of the synergistic effect of dielectric relaxation loss,exchange energy and conductance loss originating from the flake-shape structures.This indicates that the morphology,structure,conductivity,and electromagnetic properties of the products can be effectively controlled by changingλ. 展开更多
关键词 iron flake liquid-solid ratio CONDUCTIVITY microwave electromagnetic property
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PIV measurements of turbulent jets issuing from triangular and circular orifice plates 被引量:8
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作者 XU MinYi ZHANG JianPeng +2 位作者 MI JianChun NATHAN G J KALT P A M 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第6期1176-1186,共11页
The present study experimentally investigated the near-field flow mixing characteristics of two turbulent jets issuing from equilateral triangular and circular orifice plates into effectively unbounded surroundings,re... The present study experimentally investigated the near-field flow mixing characteristics of two turbulent jets issuing from equilateral triangular and circular orifice plates into effectively unbounded surroundings,respectively.Planar particle image velocimetry(PIV) was applied to measure the velocity field at the same Reynolds number of Re=50,000,where Re = UeDe /with Ue being the exit bulk velocity and the kinematic viscosity of fluid,D e the equivalent diameters.The instantaneous velocity,mean velocity,Reynolds stresses were obtained.From the mean velocity field,the centreline velocity decay rate and half-velocity width were derived.Comparing the mixing characteristics of the two jets,it is found that the triangular jet has a faster mixing rate than the circular counterpart.The triangular jet entrainments with the ambient fluid at a higher rate in the near field.This is evidenced by a shorter unmixed core,faster Reynolds stress and centreline turbulence intensity growth.The primary coherent structures in the near field are found to break down more rapidly in the triangular jet as compared to the circular jet.Over the entire measurement region,the triangular jet maintained a higher rate of decay and spread.Moreover,all components of Reynolds stress of the triangular jet appear to reach their peaks earlier,and then decay more rapidly than those of the circular jet.In addition,the axis-switching phenomenon is observed in the triangular jet. 展开更多
关键词 triangular jet turbulent mixing coherent structures axis-switching
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