المؤلفون: Liu, Chunlong, Liu, Fengyin, Song, Jinliang, Ma, Fuli, Wang, Dongfang, Zhang, Guoping

المصدر: Civil and Environmental Engineering Faculty Publication Series

مصطلحات موضوعية: ONE-DIMENSIONAL COMPRESSION, BRITTLE SPHERES, SPHERICAL-PARTICLES, BREAKAGE MECHANICS, QUARTZ SAND, BEHAVIOR, STRENGTH, FRACTURE, CONTACT, DEFORMATION, Geological Engineering

وصف الملف: application/pdf

Relation: https://scholarworks.umass.edu/cee_faculty_pubs/856; https://scholarworks.umass.edu/context/cee_faculty_pubs/article/1855/viewcontent/1_s2.0_S167477552030130X_main.pdf

الاتاحة: https://scholarworks.umass.edu/cee_faculty_pubs/856
https://doi.org/10.1016/j.jrmge.2020.06.009
https://scholarworks.umass.edu/context/cee_faculty_pubs/article/1855/viewcontent/1_s2.0_S167477552030130X_main.pdf

المؤلفون: Paluszny, A, Tang, XH, Nejati, M, Zimmerman, RW

المصدر: 51 ; 38

مصطلحات موضوعية: Science & Technology, Technology, Mechanics, Discrete element method, Fragmentation, Weibull distribution, Fracture pattern, Finite element, Impulse, IMPACT BREAKAGE, PARTICLE FRAGMENTATION, NUMERICAL SIMULATIONS, DYNAMIC FRAGMENTATION, BRITTLE SPHERES, FRACTURE, FAILURE, SINGLE, MODEL, COMPRESSION, 09 Engineering, Mechanical Engineering & Transports

Relation: International Journal of Solids and Structures; http://hdl.handle.net/10044/1/50735

الاتاحة: http://hdl.handle.net/10044/1/50735
https://doi.org/10.1016/j.ijsolstr.2015.10.019

المؤلفون: Department of Aerospace Engineering, Mechanics and Engineering Science, University of Florida, Gainesville, FL 32611-6250, USA ( host institution ), Gundepudi, M.K. ( author ), Sankar, B.V. ( author ), Mecholsky, J.J. ( author ), Clupper, D.C. ( author )

مصطلحات موضوعية: Attrition, Failure, Contact mechanics, Brittle spheres, Stress analysis

وصف الملف: Pages 153-161

Relation: Powder Technology; S0032-5910(97)03307-X; PTEC; http://ufdc.ufl.edu/LS00509109/00001

الاتاحة: https://doi.org/10.1016/S0032-5910(97)03307-X
http://ufdc.ufl.edu/LS00509109/00001

المؤلفون: Yu, Fangwei

مصطلحات موضوعية: Constitutive models, critical state, granular soils, laboratory tests, particle breakage, review, soil behavior, ONE-DIMENSIONAL COMPRESSION, SHEAR-STRENGTH, CRITICAL-STATE, CONSTITUTIVE MODEL, AXISYMMETRICAL TESTS, SIZE DISTRIBUTIONS, BRITTLE SPHERES, GRAVELLY SOILS, DRAINED SHEAR, SAND BEHAVIOR, Engineering, Chemical

Relation: PARTICULATE SCIENCE AND TECHNOLOGY; http://ir.imde.ac.cn/handle/131551/31229

الاتاحة: http://ir.imde.ac.cn/handle/131551/31229
https://doi.org/10.1080/02726351.2019.1666946

المؤلفون: Morteza Nejati, Xuhai Tang, Adriana Paluszny, Robert W. Zimmerman

مصطلحات موضوعية: Technology, Materials science, Computation, 02 engineering and technology, Impulse (physics), Mechanics, 01 natural sciences, 09 Engineering, Discrete element method, 0203 mechanical engineering, Finite element, Fragmentation, IMPACT BREAKAGE, FAILURE, Mechanical Engineering & Transports, General Materials Science, 0101 mathematics, Nuclear Experiment, Weibull distribution, Fracture pattern, Science & Technology, PARTICLE FRAGMENTATION, Applied Mathematics, Mechanical Engineering, Direct method, NUMERICAL SIMULATIONS, DYNAMIC FRAGMENTATION, Mathematical analysis, Relative velocity, Domain decomposition methods, Condensed Matter Physics, BRITTLE SPHERES, Finite element method, FRACTURE, 010101 applied mathematics, MODEL, 020303 mechanical engineering & transports, Classical mechanics, SINGLE, Mechanics of Materials, Modeling and Simulation, Impulse, COMPRESSION

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::68fb475f559ddca4b0afe50d85837cca
http://hdl.handle.net/10044/1/50735