About: Analysis of Support Zones of Reinforced Concrete Beam During Construction Using Strut-And-Tie Model

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

About: Analysis of Support Zones of Reinforced Concrete Beam During Construction Using Strut-And-Tie Model 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	In building construction process a fast formwork dismantling is a very significant issue. There is always a purpose to reuse the formwork or to apply a load to the structure from the adjacent elements. In this study a way to predict the earliest time for formwork stripping is presented. Considering early age concrete, most of the final strength will be achieved after a relatively short time, though some further strength gain can occur according to the type of cement and admixtures. Therefore, the function of evolution of microstructure was used to define time-dependent gain of concrete stiffness. In the example of a dapped-end single span beam a strut-and-tie model was created to be further used to analyze the support regions. As the result, taking into account only elastic behaviour of concrete, no excessive deformations were found. Nevertheless, it was decided that an additional calculation including the creep effect is required. In building construction process a fast formwork dismantling is a very significant issue. There is always a purpose to reuse the formwork or to apply a load to the structure from the adjacent elements. In this study a way to predict the earliest time for formwork stripping is presented. Considering early age concrete, most of the final strength will be achieved after a relatively short time, though some further strength gain can occur according to the type of cement and admixtures. Therefore, the function of evolution of microstructure was used to define time-dependent gain of concrete stiffness. In the example of a dapped-end single span beam a strut-and-tie model was created to be further used to analyze the support regions. As the result, taking into account only elastic behaviour of concrete, no excessive deformations were found. Nevertheless, it was decided that an additional calculation including the creep effect is required. (en)
Title	Analysis of Support Zones of Reinforced Concrete Beam During Construction Using Strut-And-Tie Model Analysis of Support Zones of Reinforced Concrete Beam During Construction Using Strut-And-Tie Model (en)
skos:prefLabel	Analysis of Support Zones of Reinforced Concrete Beam During Construction Using Strut-And-Tie Model Analysis of Support Zones of Reinforced Concrete Beam During Construction Using Strut-And-Tie Model (en)
skos:notation	RIV/68407700:21110/10:00176617!RIV11-GA0-21110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/08/1372), Z(MSM6840770003)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kuandykova, Dinara Štemberk, Petr
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	246475
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/10:00176617
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	strut-and-tie model; strut; tie; node; early-age concrete; formwork stripping; dapped-end beam (en)
http://linked.open.../riv/klicoveSlovo	node strut-and-tie model formwork stripping early-age concrete strut tie dapped-end beam
http://linked.open...ontrolniKodProRIV	[A6DB0328BF1B]
http://linked.open...v/mistoKonaniAkce	Praha
http://linked.open...i/riv/mistoVydani	Prague
http://linked.open...i/riv/nazevZdroje	Proceedings of the International Conference on Modelling and Simulation 2010 in Prague
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Modeling of Mechanical Response of Hardening Concrete
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Štemberk, Petr Kuandykova, Dinara
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2010-06-22 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Rozvoj algoritmů počítačových simulací a jejich aplikace v inženýrství
number of pages	5 (xsd:int)
http://purl.org/ne...btex#hasPublisher	České vysoké učení technické v Praze
https://schema.org/isbn	978-80-01-04574-9
http://localhost/t...ganizacniJednotka	21110

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, 58 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software