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ŠIMONOVÁ, H. HAVLÍKOVÁ, I. DANĚK, P. KERŠNER, Z.
Original Title
Evaluation of Three-point Bending Fracture Tests of Selected Concrete – Part I: Mechanical Fracture Parameters.
Type
abstract
Language
English
Original Abstract
In this paper authors focus attention on mechanical fracture parameters obtained from records of three point bending fracture test on concrete specimens with central edge notch. Total ten sets of specimens were tested. Three specimens at the age of 28 days were tested in each set. Concrete of each set of specimens was different in dosage of Portland cement CEM I 42.5 R and amount of used superplasticizer. The effective crack extension method was used to evaluate the load–deflection diagrams. Resistance to stable and unstable crack propagation, which is evidently connected with durability of material, was quantified using double-K fracture model.
Keywords
Concrete, fracture, three-point bending test, crack initiation.
Authors
ŠIMONOVÁ, H.; HAVLÍKOVÁ, I.; DANĚK, P.; KERŠNER, Z.
Released
15. 6. 2015
Publisher
Faculdade de Engenharia da Universidade do Porto
Location
Lisbon
Pages from
33
Pages to
Pages count
1
BibTex
@misc{BUT115924, author="Hana {Šimonová} and Ivana {Havlíková} and Petr {Daněk} and Zbyněk {Keršner}", title="Evaluation of Three-point Bending Fracture Tests of Selected Concrete – Part I: Mechanical Fracture Parameters.", booktitle="Book of abstracts of the ICCS18 - 18th International Conference on Composite Structures", year="2015", pages="33--33", publisher="Faculdade de Engenharia da Universidade do Porto", address="Lisbon", note="abstract" }