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HAVLÍKOVÁ, I. ŠIMONOVÁ, H. PAIL, T. NAVRÁTILOVÁ, E. MAJTÁNOVÁ, R. KERŠNER, Z.
Originální název
Effect of softening function type in the double-K fracture model for the evaluation of fracture tests on concrete specimens with and without polypropylene fibres
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
Cement-based composites are traditionally a commonly used material in civil engineering structures. The basic representative of this type of material is concrete, a quasi-brittle composite in which crack resistance can be achieved by the addition of fibres. The double-K fracture concrete with and without polypropylene fibres. This model combines the concept of cohesive forces acting on the crack length with a criterion based on the stress intensity factor, using a "softening function" to determine the cohesive part of fracture toughness. In this paper, authors determine the effect of the type of this softening function on the evaluation of fracture tests performed on sets of concrete specimens with and without polypropylene fibres.
Klíčová slova
Double-K fracture model, softening function, concrete, polypropylene fibre, fracture test
Autoři
HAVLÍKOVÁ, I.; ŠIMONOVÁ, H.; PAIL, T.; NAVRÁTILOVÁ, E.; MAJTÁNOVÁ, R.; KERŠNER, Z.
Rok RIV
2013
Vydáno
13. 5. 2013
Místo
Svratka, Česká republika
ISBN
978-80-87012-47-5
Kniha
Engineering Mechanics 2013
Strany od
152
Strany do
159
Strany počet
8
BibTex
@inproceedings{BUT102142, author="Ivana {Havlíková} and Hana {Šimonová} and Tomáš {Pail} and Eva {Soukupová} and Romana Viktória {Majtánová} and Zbyněk {Keršner}", title="Effect of softening function type in the double-K fracture model for the evaluation of fracture tests on concrete specimens with and without polypropylene fibres", booktitle="Engineering Mechanics 2013", year="2013", pages="152--159", address="Svratka, Česká republika", isbn="978-80-87012-47-5" }