Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Structural Integrity and Durability of Structures Vol. 14, No. 53 (2020)

Code development for the computational analysis of crack propagation in structures

Author and affiliation details
  • Antonios Chatzigeorgiou School of Applied Mathematical and Physical Sciences, Dept. of Mechanics-Lab. of Testing and Materials, National Technical University of Athens, 5, Heroes of Polytechnion Avenue, Theocaris Bld., Zografou Campus, GR-157 73, Athens, Greece.
  • Efstathios Theotokoglou Corresponding author School of Applied Mathematical and Physical Sciences, Dept. of Mechanics-Lab. of Testing and Materials, National Technical University of Athens, 5, Heroes of Polytechnion Avenue, Theocaris Bld., Zografou Campus, GR-157 73, Athens, Greece stathis@central.ntua.gr
  • George I. Tsamasphyros School of Applied Mathematical and Physical Sciences, Dept. of Mechanics-Lab. of Testing and Materials, National Technical University of Athens, 5, Heroes of Polytechnion Avenue, Theocaris Bld., Zografou Campus, GR-157 73, Athens, Greece.
DOI
10.3221/IGF-ESIS.53.24
Pages
306-324
Published
Licence
CC BY 4.0

Abstract

In this study, the main objective was the creation of a code, which gives the capability to a Finite Element Analysis Program with no built-in crack study tools, to study the propagation of a crack, in a cracked surface. For this purpose, the Finite Element Program FEMAP 11.3.2 with solver the NX NASTRAN has been used, and the proposed code was created, using the Application Program Interface (API) of the program. The Linear Elastic Fracture Mechanics (LEFM) theory has been applied to the code, and can predict, if the crack will propagate, the trajectory of the crack, as well as the number of cycle loads required for the propagation of the crack, for given boundary conditions and loads. Finally, the Stress Intensity Factors (SIF) produced by the program, were compared with results from analytical method. Also, experimental results have been used, for the verification of the results of the trajectory of the propagation, and the cycle loads.

           

Keywords

Article history

  1. ReceivedUntil the next stage: 29 days
  2. Revision requestedUntil the next stage: 30 days
  3. RevisedUntil the next stage: 0 days
  4. AcceptedUntil the next stage: 62 days
  5. Published

How to cite

APA

Chatzigeorgiou, A., Theotokoglou, E., & Tsamasphyros, G. I. (2020). Code development for the computational analysis of crack propagation in structures. Fracture and Structural Integrity, 14(53), 306–324. https://doi.org/10.3221/IGF-ESIS.53.24

IEEE

A. Chatzigeorgiou, E. Theotokoglou, and G. I. Tsamasphyros, “Code development for the computational analysis of crack propagation in structures,” Fracture and Structural Integrity, vol. 14, no. 53, pp. 306–324, 2020, doi: 10.3221/IGF-ESIS.53.24.

MLA

Chatzigeorgiou, Antonios, et al. “Code development for the computational analysis of crack propagation in structures.” Fracture and Structural Integrity, vol. 14, no. 53, 2020, pp. 306–324. https://doi.org/10.3221/IGF-ESIS.53.24.

Chicago

Chatzigeorgiou, Antonios, Efstathios Theotokoglou, and George I. Tsamasphyros. 2020. “Code development for the computational analysis of crack propagation in structures.” Fracture and Structural Integrity 14 (53): 306–324. https://doi.org/10.3221/IGF-ESIS.53.24.

Harvard

Chatzigeorgiou, A., Theotokoglou, E. and Tsamasphyros, G.I. (2020) ‘Code development for the computational analysis of crack propagation in structures’, Fracture and Structural Integrity, 14(53), pp. 306–324. doi: 10.3221/IGF-ESIS.53.24.

Vancouver

Chatzigeorgiou A, Theotokoglou E, Tsamasphyros GI. Code development for the computational analysis of crack propagation in structures. Fracture and Structural Integrity. 2020;14(53):306-324. doi:10.3221/IGF-ESIS.53.24

BibTeX

@article{chatzigeorgiou2020, author = {Chatzigeorgiou, Antonios and Theotokoglou, Efstathios and Tsamasphyros, George I.}, title = {Code development for the computational analysis of crack propagation in structures}, journal = {Fracture and Structural Integrity}, year = {2020}, volume = {14}, number = {53}, pages = {306--324}, doi = {10.3221/IGF-ESIS.53.24}, url = {https://doi.org/10.3221/IGF-ESIS.53.24}, issn = {1971-8993} }

RIS

TY - JOUR AU - Chatzigeorgiou, Antonios AU - Theotokoglou, Efstathios AU - Tsamasphyros, George I. TI - Code development for the computational analysis of crack propagation in structures JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2020 DA - 2020/07/19 VL - 14 IS - 53 SP - 306 EP - 324 DO - 10.3221/IGF-ESIS.53.24 UR - https://doi.org/10.3221/IGF-ESIS.53.24 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2020 Antonios Chatzigeorgiou, Efstathios Theotokoglou, George I. Tsamasphyros.

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

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