Role of Plain Concrete in Fracture Response of Steel Fibre Reinforced Concrete Specimens
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU114241" target="_blank" >RIV/00216305:26110/15:PU114241 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Role of Plain Concrete in Fracture Response of Steel Fibre Reinforced Concrete Specimens
Original language description
Load vs. crack opening displacement diagrams of fracture tests on steel fibre reinforced concrete notched specimens in a three-point bending configuration are evaluated in detail and selected results are introduced in the paper. The values of fracture parameters are determined using work of fracture method and double-K fracture model. Primarily, the role of plain concrete as a matrix in steel fibre reinforced concrete specimens is studied with regard to the recorded fracture response.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Book of Papers of the 53rd Conference on Experimental Stress Analysis 2015
ISBN
978-80-01-05735-3
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
113-118
Publisher name
CTU in Prague, Faculty of Civil Engineering, Department of Mechanics
Place of publication
Prague
Event location
Cesky Krumlov
Event date
Jun 1, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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