Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 11, No. 39 (2017)

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

Author and affiliation details
DOI
10.3221/IGF-ESIS.39.13
Pages
Pages 118-128
Published

Abstract

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Seitl, S., & Viszlay, V. (2016). Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions. Fracture and Structural Integrity, 11(39), Pages 118–128. https://doi.org/10.3221/IGF-ESIS.39.13

IEEE

S. Seitl and V. Viszlay, “Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions,” Fracture and Structural Integrity, vol. 11, no. 39, pp. Pages 118–128, 2016, doi: 10.3221/IGF-ESIS.39.13.

MLA

Seitl, S., and V. Viszlay. “Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions.” Fracture and Structural Integrity, vol. 11, no. 39, 2016, pp. Pages 118–128. https://doi.org/10.3221/IGF-ESIS.39.13.

Chicago

Seitl, S., and V. Viszlay. 2016. “Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions.” Fracture and Structural Integrity 11 (39): Pages 118–128. https://doi.org/10.3221/IGF-ESIS.39.13.

Harvard

Seitl, S. and Viszlay, V. (2016) ‘Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions’, Fracture and Structural Integrity, 11(39), pp. Pages 118–128. doi: 10.3221/IGF-ESIS.39.13.

Vancouver

Seitl S, Viszlay V. Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions. Fracture and Structural Integrity. 2016;11(39):Pages 118-128. doi:10.3221/IGF-ESIS.39.13

BibTeX

@article{seitl2016, author = {Seitl, S. and Viszlay, V.}, 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 = {2016}, volume = {11}, number = {39}, pages = {Pages 118--128}, doi = {10.3221/IGF-ESIS.39.13}, url = {https://doi.org/10.3221/IGF-ESIS.39.13}, issn = {1971-8993} }

RIS

TY - JOUR AU - Seitl, S. AU - Viszlay, V. TI - Modified compact tension specimen for experiments on cement based materials: comparison of calibration curves from 2D and 3D numerical solutions JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2016 DA - 2016/12/15 VL - 11 IS - 39 SP - Pages 118 EP - 128 DO - 10.3221/IGF-ESIS.39.13 UR - https://doi.org/10.3221/IGF-ESIS.39.13 SN - 1971-8993 ER -

Licence

Copyright © 2016 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)