About: The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete

Facets (new session)
Description
Metadata
Settings
- owl:sameAs
- Inference Rule:

About: The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The results of an investigation into the influence of porous aggregate pre-soaking on the freeze–thaw resistance of lightweight concrete are presented. Three concrete mixtures were prepared, differing in the degree of porous aggregate saturation: LC1 (oven dried aggregate), LC2 (aggregate with a moisture of 13 %) and LC3 (30 % pre-soaked aggregate). The basic physico-mechanical and fracture characteristics of the manufactured concrete at the ages of 28 and 90 days were also determined. Non-destructive methods were used for the determination of specimen degradation after every 25 cycles. The experiments were completed via the carrying out of destructive tests in order to determine the static modulus of elasticity, fracture and strength parameters. Experiments showed that non-destructive methods are insufficient for the description of the total rate of damage to internal structure. The fracture and strength tests appeared to be more sensitive to micro-cracks identification. Also the tests of re-satura The results of an investigation into the influence of porous aggregate pre-soaking on the freeze–thaw resistance of lightweight concrete are presented. Three concrete mixtures were prepared, differing in the degree of porous aggregate saturation: LC1 (oven dried aggregate), LC2 (aggregate with a moisture of 13 %) and LC3 (30 % pre-soaked aggregate). The basic physico-mechanical and fracture characteristics of the manufactured concrete at the ages of 28 and 90 days were also determined. Non-destructive methods were used for the determination of specimen degradation after every 25 cycles. The experiments were completed via the carrying out of destructive tests in order to determine the static modulus of elasticity, fracture and strength parameters. Experiments showed that non-destructive methods are insufficient for the description of the total rate of damage to internal structure. The fracture and strength tests appeared to be more sensitive to micro-cracks identification. Also the tests of re-satura (en)
Title	The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete (en)
skos:prefLabel	The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete The porous aggregate pre-soaking in relation to the freeze–thaw resistance of lightweight aggregate concrete (en)
skos:notation	RIV/00216305:26110/12:PU94917!RIV13-GA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GP103/09/P057)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Pospíchal, Ondřej Keršner, Zbyněk Kucharczyková, Barbara Daněk, Petr Misák, Petr Schmid, Pavel
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	159714
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU94917
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Lightweight concrete, freeze–thaw test, fracture parameters, splitting tensile strength, modulus of elasticity, non-destructive testing, porous aggregate, durability. (en)
http://linked.open.../riv/klicoveSlovo	modulus of elasticity porous aggregate fracture parameters non-destructive testing durability. freeze–thaw test splitting tensile strength Lightweight concrete
http://linked.open...odStatuVydavatele	GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV	[0052E343C199]
http://linked.open...i/riv/nazevZdroje	Construction and building materials
http://linked.open...in/vavai/riv/obor	JI
http://linked.open...ichTvurcuVysledku	6 (xsd:int)
http://linked.open...cetTvurcuVysledku	6 (xsd:int)
http://linked.open...vavai/riv/projekt	The Analysis of Strain Mechanism of Lightweight Structural Concrete Centre for Integrated Design of Advanced Structures
http://linked.open...UplatneniVysledku	2012
http://linked.open...v/svazekPeriodika	25
http://linked.open...iv/tvurceVysledku	Keršner, Zbyněk Kucharczyková, Barbara Pospíchal, Ondřej Daněk, Petr Misák, Petr Schmid, Pavel
issn	0950-0618
number of pages	6 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

Faceted Search & Find service v1.16.118 as of Jun 21 2024

Alternative Linked Data Documents: ODE Content Formats:

RDF

ODATA

Microdata

About

OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 48 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software