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HAVLÍKOVÁ, I. ŠIMONOVÁ, H. PAIL, T. NAVRÁTILOVÁ, E. MAJTÁNOVÁ, R. KERŠNER, Z.
Original 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
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Double-K fracture model, softening function, concrete, polypropylene fibre, fracture test
Authors
HAVLÍKOVÁ, I.; ŠIMONOVÁ, H.; PAIL, T.; NAVRÁTILOVÁ, E.; MAJTÁNOVÁ, R.; KERŠNER, Z.
RIV year
2013
Released
13. 5. 2013
Location
Svratka, Česká republika
ISBN
978-80-87012-47-5
Book
Engineering Mechanics 2013
Pages from
152
Pages to
159
Pages count
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" }