Modulus of Elasticity of Concretes from Polish and Ukrainian Crushed Aggregates from Igneous Rocks

Waldemar Budzyński


Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0003-1469-6224

Jacek Góra


Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0001-6054-7882

Wojciech Piasta


Department of Concrete Technology and Prefabrication; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)
https://orcid.org/0000-0002-0248-0154

Tadeusz Turkiewicz


Institute of Technical Science and Aviation; State School of Higher Education in Chelm (Poland)

Abstract

Test results concern modulus of elasticity and compressive strength of ordinary concretes made of various coarse aggregates from igneous rocks. Test results of some properties of these aggregates (3 crushed granites, 3 basalts, granodiorite, natural gravel) are also considered. The variable factor of the studies is the type of coarse aggregate. According to the analyses of regression and correlation there occurs a significant effect of the aggregate grinding ratio on the modulus of elasticity of concretes contrary to insignificant effect of the compressive strength. The modulus of elasticity of 4 concretes from Polish and Ukrainian granites and basalt aggregates is lower than respective standard values of the modulus.


Keywords:

concrete, modulus of elasticity, coarse aggregate, granite, basalt, granodiorite

Góra J. Odkształcalność doraźna Alexander M. G. Fracture energies of interfaces between cement paste and rock, and application to the engineering behaviour of concrete, Proceedings International RILEM Conference, Noordwijk, Netherlands, E & FN Spon, London 1991
  Google Scholar

Tschegg E. K., Rotter H. M., Roelfstra P. E., Bourgund U., Jussel P. Fracture mechanical behavior of aggregate–cement matrix interfaces, J. Mater. Civ. Eng. 7 (4) 1995
DOI: https://doi.org/10.1061/(ASCE)0899-1561(1995)7:4(199)   Google Scholar

Budzyński W., Góra J., Piasta W. Wpływ rodzaju kruszywa grubego na odkształcalność betonów zwykłych, Przegląd Budowlany, nr 7-8/2012
  Google Scholar

betonów wysokowartościowych z kruszywami łamanymi, Budownictwo i Architektura, nr 9/2011
  Google Scholar

Ajdukiewicz A., Węglorz M. Komentarz naukowy do PN-B-03264:2002 „Konstrukcje betonowe, żelbetowe i sprężone”. Beton. Część podstawowa, Tom I, ITB, Warszawa 2003.
  Google Scholar

Hoła J. Naprężenia inicjujące i krytyczne a destrukcja naprężeniowa w betonie ściskanym. Oficyna Wydawnicza Politechniki Wrocławskiej, Wrocław 2000.
  Google Scholar

PN-EN 1992-1-1:2008 Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków.
  Google Scholar

PN-B-06712:1986 Kruszywa mineralne do betonu
  Google Scholar

Piasta W., Turkiewicz T. Niepublikowane wyniki badań własnych, Kielce 2013
  Google Scholar

Grzeszczyk S., Matuszek-Chmurowska A. Wpływ rodzaju kruszywa na mikrostrukturę warstwy przejściowej i właściwości betonów wysokowartościowych. L Konferencja Naukowa KILiW PAN i KN PZiTB, Krynica 2004
  Google Scholar

Kozłowski S. Surowce skalne Polski, Wydawnictwa Geologiczne, Warszawa 1986
  Google Scholar


Published
2014-06-11

Cited by

Budzyński, W. (2014) “Modulus of Elasticity of Concretes from Polish and Ukrainian Crushed Aggregates from Igneous Rocks”, Budownictwo i Architektura, 13(2), pp. 065–072. doi: 10.35784/bud-arch.1879.

Authors

Waldemar Budzyński 

Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-1469-6224

Authors

Jacek Góra 

Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0001-6054-7882

Authors

Wojciech Piasta 

Department of Concrete Technology and Prefabrication; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland
https://orcid.org/0000-0002-0248-0154

Authors

Tadeusz Turkiewicz 

Institute of Technical Science and Aviation; State School of Higher Education in Chelm Poland

Statistics

Abstract views: 214
PDF downloads: 136


License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.

Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.