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Detail publikačního výsledku
SEITL, S.; VISZLAY, V.
Originální název
Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions
Anglický název
Druh
Článek WoS
Originální abstrakt
The evaluation of fracture mechanics parameters of materials has become very important part of considering the condition of older constructions as well as properties of newly developed materials. This contribution focuses on a numerical simulation and a calculation of fracture mechanical properties of modified compact tension test configuration. It is possible to prepare the specimens used for this test very easily from a drilled core or from specimens used for cylindrical compression test. The focus of contribution is to compare selected outputs from numerical solution of 2D (plane strain conditions) with 3D models. Particularly, the determination of the influence of 2D and 3D model on the calibration curves for selected fracture mechanics parameters is of interest. Finite element software ANSYS was used for the numerical analysis.
Anglický abstrakt
Klíčová slova
Stress Intensity Factor; COD; CMOD; Biaxiality Factor; Modified Compact Tension Test; Fracture Mechanics of Concrete
Klíčová slova v angličtině
Autoři
Rok RIV
2018
Vydáno
01.01.2017
Nakladatel
Gruppo Italiano Frattura
ISSN
1971-8993
Periodikum
Fracture and structural integrity
Svazek
11
Číslo
39
Stát
Italská republika
Strany od
118
Strany do
128
Strany počet
URL
http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_13.pdf
Plný text v Digitální knihovně
http://hdl.handle.net/11012/180636
BibTex
@article{BUT134951, author="Stanislav {Seitl} and Viliam {Viszlay}", title="Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions", journal="Fracture and structural integrity", year="2017", volume="11", number="39", pages="118--128", doi="10.3221/IGF-ESIS.39.13", url="http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_13.pdf" }