New generation concretes including reactive powder concretes
Journal Title: Bulletin of the Military University of Technology - Year 2015, Vol 64, Issue 3
Abstract
Based on a broad literature review, this paper presents characteristics of new generation composites on the basis of cements which are applied in engineering structures and in rehabilitation of structures. The role of cement, microfillers, superplasticizers and fibers in the above stated composites i.e. factors which allow for the maximum packing of particles in the cement matrix and a minimum pore volume, and the increase in composite bending strength, have been discussed. Special attention was paid to Reactive Powder Concrete in which coarse aggregate was replaced by ground quartz and sand. Such composites contain active microfillers and the applied new-generation superplasticizers allow us to decrease the water-cement ratio in the composite up to 0.2. Whereas, steel fibre additive allows us to significantly improve the bending strength.The paper presents the properties of the excellent Ductal — a composite from Reactive Powder Concrete, which at compressive strength from 180 to 230 MPa achieves the tensile strength of 30 to 50 MPa. Its application allows us to create slim profiles and tall light and slender, and simultaneously durable and corrosion-resistant structural elements of considerable span. This paper gives a few examples of Ductal application in practice.[b]Keywords[/b]: civil engineering, composite materials, reactive powder concrete
Authors and Affiliations
Stefania Grzeszczyk
Diagnosis of technical parameters of amplifiers used in sound warning systems
The article presents a method of diagnosing the technical conditions of a power amplifier which is used in a sound warning system (SWS). Fire Alarm Systems (FAS) and SWSs are electronic safety systems designed to protect...
Wind induced vibration analysis of composite footbridge
In the work, we describe a simplified method for numerical analysis of a FRP composite footbridge in the field of wind induced vibrations. We consider a simply supported structure with a span length of 16 m and U-shape c...
Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
This paper contains the numerical analysis of reinforced concrete deep beam modelled using a hypothetic model of the homogeneous substitute material. The static-strain-strength parameters of the substitute material for t...
Rozszerzona diagnostyka półprzewodnikowych detektorów UV
Artykuł przedstawia wybrane zagadnienia diagnostyki detektorów UV. Przy wyborze detektorów UV do konkretnej aplikacji należy uwzględnić, że ich parametry optyczne i elektryczne mogą się zmieniać w znacznym stopniu podcza...
Zalecenia techniczne i metodyczne diagnostyki turbogeneratorów
W pracy przedstawiono elementy zasad diagnozowania stanu technicznego turbogeneratorów.Problem rozpatrzono pod względem metodycznym w zakresie rodzajów sensorów i struktury ich rozmieszczenia oraz zasad analizy symptomów...