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Wyszukujesz frazę "normal concrete" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
The ductile behavior of high performance concrete in compression
Autorzy:
Fantilli, A. P.
Mihashi, H.
Vallini, P.
Chiaia, B.
Powiązania:
https://bibliotekanauki.pl/articles/231475.pdf
Data publikacji:
2010
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
ciągliwość
ściskanie
beton wysokowartościowy
beton samozagęszczalny
beton normalnie zagęszczony
ściskanie trójosiowe
odporność na kruche pękanie
ductility
compression
high performance concrete
self-compacting concrete
normal vibrated concrete
confining pressure
triaxial test
fracture toughness
Opis:
The ductility of High Performance Concrete (HPC) can develop both in tension and compression. This aspect is evidenced in the present paper by measuring the mechanical response of normal vibrated concrete (NC), self-compacting concrete (SC) and some HPCs cylindrical specimens under uniaxial and triaxial compression. The post-peak behaviour of these specimens is defined by a non-dimensional function that relates the inelastic displacement and the relative stress during softening. As a result, in normal and self-consolidating concrete, fracture toughness in compression increases in the presence of active confinement. Moreover, HPC specimens, which can also show strain hardening in tension, provide a very ductile behaviour even in absence of confinement. In particular, during the post-peak stage, the ductility of HPC is comparable with that of NC or SC at 1 MPa of confining pressure. Moreover, the performance of fiber-reinforced composites can be quantified by the distributed confining pressure generated by the fibers. The presence of HPC in compressed columns is therefore sufficient to create a sort of active distributed confinement, and improve both the mechanical behaviour of concrete and its durability.
Źródło:
Archives of Civil Engineering; 2010, 56, 1; 3-18
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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