Nonlinear Mechanical Effect of Free Water on the Dynamic Compressive Strength and Fracture of High-Strength Concrete.

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第一作者： Evgeny V,Shilko

第一单位： Institute of Strength Physics and Materials Science of Siberian Branch Russian Academy of Sciences (ISPMS SB RAS), 2/4, pr. Akademicheskii, 634055 Tomsk, Russia.

作者： Evgeny V,Shilko ^[1] ; Igor S,Konovalenko ^[2] ; Ivan S,Konovalenko ^[2]

作者单位： Institute of Strength Physics and Materials Science of Siberian Branch Russian Academy of Sciences (ISPMS SB RAS), 2/4, pr. Akademicheskii, 634055 Tomsk, Russia. ^[1] School of Core Engineering Education, National Research Tomsk Polytechnic University, 30, Lenin Avenue, 634050 Tomsk, Russia. ^[2]

关键词 compressive strength computer simulation coupled poroelastic model discrete element method dynamic loading fluid filtration fracture permeability two-scale porosity water-saturated concrete

DOI 10.3390/ma14144011

PMID 34300934

发布时间 2021-07-29

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