Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method
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.
Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method
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.
Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method
Gopinath S. (Autor:in) / Murthy A. Ramachandra (Autor:in) / Ramya D. (Autor:in) / Iyer Nagesh R. (Autor:in)
2011
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Optimised Mix Design for Normal Strength and High Performance Concrete Using Particle Packing Method
| Online Contents | 2011
Shrinkage of Filler-Optimised High-Performance Concrete
| British Library Conference Proceedings | 1996
| British Library Online Contents | 2018
Optimised Beam Design Using Innovative Fabric-Formed Concrete
| SAGE Publications | 2010
Influence of particle packing on the strength of ecological concrete
| British Library Conference Proceedings | 2012