About: SELECTED PROBLEMS FROM ANALYSIS OF BONDED ANCHOR TO CONCRETE - NEAR EDGE INFLUENCE TO TENSILE BEARING CAPACITY

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

About: SELECTED PROBLEMS FROM ANALYSIS OF BONDED ANCHOR TO CONCRETE - NEAR EDGE INFLUENCE TO TENSILE BEARING CAPACITY 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	This paper deals with design problematic of systems whereby the steel structure is into the concrete foundation anchored by steel bonded anchorss. The article is focused on problems of post-installed steel bonded anchors real behaviour. This paper describes experiments with anchors exposed to tension load. Anchors were installed near the edge of concrete body. Results of these experiments are compared to numerical model created in ATENA software and also to free HILTI PROFIS anchor software based on methods described in corresponding with methods described in ETAG [1]. Anchor behaviour during its service live is affected by many parameters as steel bold material characteristics, basic material characteristic (usually concrete), contact material characteristics (glue or mortar), installation process and placing of anchor, influence of concrete reinforcement, tightening moment, load type, etc. This paper deals with design problematic of systems whereby the steel structure is into the concrete foundation anchored by steel bonded anchorss. The article is focused on problems of post-installed steel bonded anchors real behaviour. This paper describes experiments with anchors exposed to tension load. Anchors were installed near the edge of concrete body. Results of these experiments are compared to numerical model created in ATENA software and also to free HILTI PROFIS anchor software based on methods described in corresponding with methods described in ETAG [1]. Anchor behaviour during its service live is affected by many parameters as steel bold material characteristics, basic material characteristic (usually concrete), contact material characteristics (glue or mortar), installation process and placing of anchor, influence of concrete reinforcement, tightening moment, load type, etc. (en)
Title	SELECTED PROBLEMS FROM ANALYSIS OF BONDED ANCHOR TO CONCRETE - NEAR EDGE INFLUENCE TO TENSILE BEARING CAPACITY SELECTED PROBLEMS FROM ANALYSIS OF BONDED ANCHOR TO CONCRETE - NEAR EDGE INFLUENCE TO TENSILE BEARING CAPACITY (en)
skos:prefLabel	SELECTED PROBLEMS FROM ANALYSIS OF BONDED ANCHOR TO CONCRETE - NEAR EDGE INFLUENCE TO TENSILE BEARING CAPACITY SELECTED PROBLEMS FROM ANALYSIS OF BONDED ANCHOR TO CONCRETE - NEAR EDGE INFLUENCE TO TENSILE BEARING CAPACITY (en)
skos:notation	RIV/00216305:26110/08:PU78563!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/06/1107), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Barnat, Jan Bajer, Miroslav
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	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	394151
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/08:PU78563
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	steel bonded anchor, bearing capacity, Failure type, experimental analysis, numerical modelling (en)
http://linked.open.../riv/klicoveSlovo	bearing capacity experimental analysis numerical modelling Failure type steel bonded anchor
http://linked.open...ontrolniKodProRIV	[72473561756A]
http://linked.open...v/mistoKonaniAkce	Sofie
http://linked.open...i/riv/mistoVydani	Sofia
http://linked.open...i/riv/nazevZdroje	Proceedings International Conference VSU 2008
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Experimental and theoretical analysis of steel expansion anchors under static and dynamic loading actions
http://linked.open...UplatneniVysledku	2008
http://linked.open...iv/tvurceVysledku	Bajer, Miroslav Barnat, Jan
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2008-05-29 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	%22L. Karavelov! Civil Engineering Higher School Sofia
https://schema.org/isbn	978-954-331-020-3
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