lobster
发表于 2025-3-25 06:31:35
Variation of the Specific Speed of Fracture of the Coarse Faction Due to the Presence of Fines in Feting pulp, 7 samples were formulated. The apparent viscosity values were obtained from tests carried out considering a shear rate of 22 s.. The results obtained show an inversely proportional relationship between the presence of fines and the specific fracture rates of the coarse particles.
Transfusion
发表于 2025-3-25 10:13:01
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invade
发表于 2025-3-25 13:10:15
2366-2557 als, nano- and micro-mechanics, plasticity, computational mechanics, computational materials design, optimization of structures and materials, multi-scale modeling, and various specific materials such as biomaterials, high-temperature materials, and composites..978-3-031-53377-8978-3-031-53375-4Series ISSN 2366-2557 Series E-ISSN 2366-2565
enchant
发表于 2025-3-25 17:34:16
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疾驰
发表于 2025-3-25 21:08:08
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雀斑
发表于 2025-3-26 02:21:33
Application of the Edinburgh Bonded Particle Model Through Computer Simulation of Concretee purpose of comparing their behavior with real documented results. Two classical models are studied, a dam with distributed hydrostatic force at three different water levels and a cantilever beam with the application of a dynamic force. The result of the simulation is the behavior of two concrete s
傲慢人
发表于 2025-3-26 05:26:05
Mass Exchange and Advection Term in Bone Remodeling Process: Theory of Porous Medialates osteoclast and osteoblast cells to commence bone resorption and apposition, respectively. A combination of these two processes could be the exact bone regeneration process. The purpose of this investigation is to examine the influence of the fluid stream inside the bone. Using theory of porous
背书
发表于 2025-3-26 11:00:49
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STENT
发表于 2025-3-26 14:17:39
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prodrome
发表于 2025-3-26 20:34:20
Numerical Modeling of Anchoring Headed Connectors Under the Influence of Edge and Group Effects on Rere produced with the Abaqus software, applying a dynamic analysis explicitly, to represent the pulling-out of the anchorages and the rupture of the concrete. With the calibrated numerical model, a parametric numerical study was developed to evaluate the influence of several factors on the anchorage