Experimental determination of mechanical fracture parameters of steel fiber reinforced concrete for probabilistic life-cycle assessment

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU116263" target="_blank" >RIV/00216305:26110/15:PU116263 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Experimental determination of mechanical fracture parameters of steel fiber reinforced concrete for probabilistic life-cycle assessment

Popis výsledku v původním jazyce

Results of extensive fracture testing of two steel fiber reinforced concrete types are presented in the paper. The aim of experimental program was determination of statistical characteristic of mechanical fracture parameters and investigation of their change in time. Experiments were perfomed 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 as well as for the comparison of the studied or developed cement based composites or the structural members of buildings.

Název v anglickém jazyce

Experimental determination of mechanical fracture parameters of steel fiber reinforced concrete for probabilistic life-cycle assessment

Popis výsledku anglicky

Results of extensive fracture testing of two steel fiber reinforced concrete types are presented in the paper. The aim of experimental program was determination of statistical characteristic of mechanical fracture parameters and investigation of their change in time. Experiments were perfomed 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 as well as for the comparison of the studied or developed cement based composites or the structural members of buildings.

Druh

O - Ostatní výsledky

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů