Effect of type of mixer on rheological and mechanical behavior of ultra high‐performance concrete

Author:

Christ Roberto1,Pacheco Fernanda2,Ehrenbring Hinoel Zamis2,Lopes Raduan Krause3,Tutikian Bernardo Fonseca2ORCID,Funke Guilherme Bertolin Nedel4

Affiliation:

1. Department of Civil and Environmental Universidad de la Costa Barranquilla Colombia

2. Polytechnical School UNISINOS University São Leopoldo Brazil

3. Academic Department of Civil Engineering Federal University of Rondônia Porto Velho Brazil

4. Civil Engineering, Polytechnical School UNISINOS University São Leopoldo Brazil

Abstract

AbstractUltrahigh‐performance concrete (UHPC) is becoming increasingly frequent in several civil construction projects such as industries, buildings, and even infrastructure. The rheological and mechanical behaviors, coupled with durability, are the driving motives for this increase in use over the last few decades. However, the type of mixer used in UHPC production considerably affects the final composites performance due to variations in mixing velocity and the need to disperse particles with low granulometry. This study evaluated the effect of type of mixer in the properties of UHPC in the fresh and hardened states. This study evaluates three types of mixers: planetary vertical axis, horizontal axis, and drum. Results showed that the drum mixer was the least efficient in homogenizing the composite. It showed an average mixing time about 126% longer than planetary vertical or horizontal‐axis mixers to reach the same level of flowability. The composite from the drum mixer also had the most entrained air and void index. The planetary vertical‐axis mixer was the most efficient, with the resulting composite having a potential compression strength of 169.1 MPa, 19.3% higher than the composite from the horizontal‐axis mixer.

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. E. C.Torregrosa.Dosage optimization and bolted connections for UHPFRC ties. Thesis Universitat Politècnica De València Dosage;2013.

2. Review of ultra-high performance concrete and its application in bridge engineering

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