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Wyszukujesz frazę "Gopinath, S." wg kryterium: Wszystkie pola


Wyświetlanie 1-2 z 2
Tytuł:
Effect of nano silica on mechanical properties and durability of normal strength concrete
Autorzy:
Gopinath, S.
Mouli, P.C.
Murthy, A.R.
Iyer, N.R.
Maheswaran, S.
Powiązania:
https://bibliotekanauki.pl/articles/230583.pdf
Data publikacji:
2012
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
nanokrzemionka
nanobeton
wytrzymałość na ściskanie
wytrzymałość na zginanie
RCPT
analiza kosztów
nano-silica
nanoconcrete
compressive strength
flexural strength
cost analysis
Opis:
Nano technology is an emerging field of interest for civil engineering application. Among the nano materials presently used in concrete, nano-silica possess more pozzolanic nature. It has the capability to react with the free lime during the cement hydration and forms additional C-S-H gel giving strength, impermeability and durability to concrete. Present paper investigates the effects of addition of nano silica in normal strength concrete. Three types of nano-silica in the form of nano suspension having different amount of silica content have been investigated. Mix design has been carried out by using particle packing method. X-Ray diffraction (XRD) analysis has been carried out to find the chemical composition of control concrete and nano modified concrete. Further, experimental investigations have been carried out to characterize the mechanical behaviour in compression, tension and flexure. It has been observed that the addition of nano-silica in normal strength concrete increased the compressive strength and decreased the spilt tensile strength and flexural strength. Also, Rapid chloride permeability test (RCPT) has been conducted to know the chloride permeability of control concrete, nano modified concrete, and nano coated concrete. It has been observed that the chloride permeability is less for nano coated concrete.
Źródło:
Archives of Civil Engineering; 2012, 58, 4; 433-444
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Optimised mix design for normal strength and high performance concrete using particle packing method
Autorzy:
Gopinath, S.
Ramachandra-Murthy, A.
Ramya, D.
Iyer, N. R.
Powiązania:
https://bibliotekanauki.pl/articles/230735.pdf
Data publikacji:
2011
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
beton zwykły
beton wysokowartościowy
metoda ACI
metoda BIS
upakowanie ziaren
upakowanie cząstek
projektowanie mieszanki
wytrzymałość na ściskanie
normal strength concrete
high performance concrete
ACI method
BIS method
particle packing
mix design
compressive strength
Opis:
This paper presents the details of optimized mix design for normal strength and high performance concrete using particle packing method. A critical review of mix design methods have been carried out for normal strength concrete using American Concrete Institute (ACI) and Bureau of Indian Standards (BIS) methods highlighting the similarities and differences towards attaining a particular design compressive strength. Mix design for M30 and M40 grades of concrete have been carried out using ACI, BIS and particle packing methods. Optimization of concrete mix has been carried out by means of particle packing method using EMMA software, which employs modified Anderson curve to adjust the main proportions. Compressive strength is evaluated for the adjusted proportions and it is observed that the mixes designed by particle packing method estimates compressive strength closer to design compressive strength. Further, particle packing method has been employed to optimize the ingredients of high performance concrete and experiments have been carried out to check the design adequacy of the desired concrete compressive strength.
Źródło:
Archives of Civil Engineering; 2011, 57, 4; 357-371
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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