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, granodioriteReferences
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
Authors
Waldemar BudzyńskiDepartment of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-1469-6224
Authors
Jacek GóraDepartment of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0001-6054-7882
Authors
Wojciech PiastaDepartment 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 TurkiewiczInstitute of Technical Science and Aviation; State School of Higher Education in Chelm Poland
Statistics
Abstract views: 228PDF downloads: 143
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.
