Detail publikace

Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions

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

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

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.

Klíčová slova

Stress Intensity Factor; COD; CMOD; Biaxiality Factor; Modified Compact Tension Test; Fracture Mechanics of Concrete

Autoři

SEITL, S.; VISZLAY, V.

Vydáno

1. 1. 2017

Nakladatel

Gruppo Italiano Frattura

ISSN

1971-8993

Periodikum

Frattura ed Integrita Strutturale

Ročník

11

Číslo

39

Stát

Italská republika

Strany od

118

Strany do

128

Strany počet

11

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="Frattura ed Integrita Strutturale",
  year="2017",
  volume="11",
  number="39",
  pages="118--128",
  doi="10.3221/IGF-ESIS.39.13",
  issn="1971-8993",
  url="http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_13.pdf"
}