Lightweight concrete

Lukoševičius, Mindaugas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/117859

Lightweight concrete

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos konferencijos medžiagoje / Article in peer-reviewed Lithuanian conference proceedings (P1f)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

VILNIUS TECH Research Priorities and Topics

Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques (SD03)

Lithuanian Intelligent Specialization

Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)

Author(s)

Title

Lightweight concrete

[en]

Mindaugas Lukoševičius

Is part of

20-osios Lietuvos jaunųjų mokslininkų konferencijos „Mokslas – Lietuvos ateitis“ teminė konferencija Civilinė inžinerija ir geodezija, 2017 m. kovo 24 d. Vilnius : [straipsnių rinkinys] = Proceedings of the 20th conference for junior researchers „Science – future of Lithuania“ Civil engineering and geodesy, 24 March, 2017, Vilnius, Lithuania

Published In

Year	Start Page	End Page
2017	1	3

Publisher

Vilnius : Vilniaus Gedimino technikos universitetas, 2017

Extent

p. 1-3

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/117859
Straipsnis	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

In this paper, the experimental investigation results of lightweight concrete and normal-weight concrete were discussed. The investigation includes flexural and shear experimental parts. Different institutes performed experiments. The objective of investigations is to indicate the differences between the lightweight concrete and normal-weight concrete behaviour. The differences of flexural behaviour are smaller than in shear behaviour. Theoretical values of experiments were calculated by American Concrete Institute design code. Differences in shear element behaviour were explained based on the properties of the aggregates specific surfaces.