Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Yilang Tian"'
Publikováno v:
Materials, Vol 15, Iss 17, p 5868 (2022)
In view of the easy cracking of the high-performance concrete (HPC) of the subway underground station floor, the effects of fly ash, basalt fiber, expansive agent, and water reducer on the compressive strength, initial crack time, through-crack time,
Externí odkaz:
https://doaj.org/article/af8dcda99f0e46c8946c502d80f6928d
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 719:022025
For demand of high crack resistance of concrete, the calcium-magnesium expansion agents and basalt fiber are chosen. The study of the full stress-strain curve of concrete under uniaxial tensile can comprehensively reflect its mechanical properties. T
Publikováno v:
Construction and Building Materials. 240:117950
This paper represented a conductive polymer mortar used in wet environment prepared from the raw materials include waterborne epoxy emulsion, styrene-acrylic emulsion, carbon fiber, carbon black, silica fume, cement, etc. The effects of conductive fi
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 474:072028
Four kinds of organic polymer emulsions of silicone acrylic, styrene-acrylic, waterborne epoxy and acrylic acid were selected and mixed into cement paste according to different poly-ash ratio, and experimental studies on their physical properties (fl
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 774:012083
In order to effectively improve the mechanical properties, deformation properties and crack resistance of concrete, and to control the cracking of concrete, high crack resistance concrete with excellent comprehensive performance is prepared. The basa
Investigation on axial compressive stress-strain relationship of expanded fiber reinforced concrete.
Publikováno v:
IOP Conference Series: Materials Science & Engineering; Apr2020, Vol. 768 Issue 3, p1-1, 1p
Publikováno v:
IOP Conference Series: Materials Science & Engineering; Mar3030, Vol. 774 Issue 1, p1-1, 1p