Advanced Evaluation of the 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%3APU115507" target="_blank" >RIV/00216305:26110/15:PU115507 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1061/9780784479346.fm" target="_blank" >http://dx.doi.org/10.1061/9780784479346.fm</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1061/9780784479346.fm" target="_blank" >10.1061/9780784479346.fm</a>
Alternative languages
Result language
angličtina
Original language name
Advanced Evaluation of the Fracture Response of Steel Fibre-Reinforced Concrete Specimens
Original language description
Selected results of extensive fracture testing of steel fibre reinforced concrete (developed in industry for the production of prefabricated concrete elements) after different period of hardening are presented in the paper. Experiments were performed on notched specimens in a three-point bending test configuration. The fracture parameters were evaluated using three models/approaches: double-K fracture model, effective crack length method, and work-of-fracture method. The obtained parameters can be used to quantify the structural resistance against crack initiation and propagation – or the brittleness and toughness/ductility of the structural members – as well as for the comparison of the studied or developed cement based composites or the structural members of buildings. They can be also employed for the definition of the material models for deterministic or stochastic simulation of the quasi-brittle/ductile response of cement based composites/members using Stochastic Finite Element Method model with nonlinear fracture mechanics principles implemented – this approach can help to the optimal design of developed prefabricated concrete elements.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
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
CONCREEP-10 Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures
ISBN
978-0-7844-7934-6
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
147-156
Publisher name
American Society of Civil Engineers
Place of publication
Reston, Virginia
Event location
Vienna
Event date
Sep 21, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000378045400019