Finite Element Simulation of Damage In RC Beams
DOI:
https://doi.org/10.33736/jcest.883.2018Abstract
A concrete damage model has been incorporated in finite element code ABAQUS as concrete damaged plasticity model to examine the sensitivity of the damage, as ABAQUS has the model that is capable of stiffness degradation in cracking which is the basis of fracture mechanics. Nonlinear constitutive relationships for concrete and steel have been incorporated in the model. The static and dynamic response of the structure at 10 different damage levels is studied and the sensitivity of the damage model towards the presence of non-linearity has been discussed. The concrete damaged plasticity model is capable of predicting formation of cracks in concrete beams against any kind of loads, as the results match with the experimental results. It can be concluded that the concrete damaged plasticity is a versatile tool for modeling RC structures and careful choice of solution procedures for dynamic analysis can lead to accurate modeling of concrete using a few routine laboratory test results of the materials.
References
O. S. Salawu and C. Williams, "Review of full-scale dynamic testing of bridge structures," Eng. Struct., vol. 17, no. 2, pp. 113-121, Feb. 1995.
https://doi.org/10.1016/0141-0296(95)92642-L
S. W. Doebling, C. R. Farrar, M. B. Prime, and others, "A summary review of vibration-based damage identification methods," Shock Vib. Dig., vol. 30, no. 2, pp. 91-105, 1998.
https://doi.org/10.1177/058310249803000201
O. Salawu and C. Williams, "Damage location using vibration mode shapes," Proc. 12th Int. …, 1994.
A. Hillerborg, "Application of the fictitious crack model to different types of materials," Int. J. Fract., vol. 51, no. 2, pp. 95-102, 1991.
https://doi.org/10.1007/BF00033972
W. I. Hamad, J. S. Owen, and M. F. M. Hussein, "Modelling the degradation of vibration characteristics of reinforced concrete beams due to flexural damage," Struct. Control Heal. Monit., vol. 22, no. 6, pp. 939-967, Jun. 2015.
https://doi.org/10.1002/stc.1726
D. J. Carreira and K.-H. Chu, "Stress-Strain Relationship for Plain Concrete in Compression," J. Proc., vol. 82, no. 6, pp. 797-804, Nov. 1985.
https://doi.org/10.14359/10390
A. Documentation, "ABAQUS Analysis User's Manual," Mater. Other Plast. Model. Concr., 2010.
J. Rodriguez Soler, F. J. Martinez Cutillas, and J. Marti Rodriguez, "Concrete constitutive model, calibration and applications," 2013 SIMULIA Community Conf., 2013.
R. W. Clough and J. Penzien, "Dynamics of structures," 1975.
B. L. Wahalathantri, D. P. Thambiratnam, T. H. T. Chan, and S. Fawzia, "A material model for flexural crack simulation in reinforced concrete elements using ABAQUS," in Proceedings of the First International Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, 2011, pp. 260-264.
S. A. Neild, P. D. McFadden, and M. S. Williams, "Damage Assessment in Concrete Beams Using Non-Linear Analysis of Vibration Measurements," Key Eng. Mater., vol. 245-246, pp. 557-564, Jul. 2003.
https://doi.org/10.4028/www.scientific.net/KEM.245-246.557
W. I. Hamad, J. S. Owen, and M. F. M. Hussein, "A flexural crack model for damage detection in reinforced concrete structures," J. Phys. Conf. Ser., vol. 305, no. 1, p. 012037, Jul. 2011.
https://doi.org/10.1088/1742-6596/305/1/012037
D. A. Hordijk, "Tensile and tensile fatigue behaviour of concrete; experiments, modelling and analyses," Heron, vol. 37, no. 1, 1992.
W. I. Hamad, J. S. Owen, and M. F. M. Hussein, "An efficient approach of modelling the flexural cracking behaviour of un-notched plain concrete prisms subject to monotonic and cyclic loading," Eng. Struct., vol. 51, pp. 36-50, Jun. 2013.
https://doi.org/10.1016/j.engstruct.2013.01.007
M.U. Hanif et al., "A new approach to estimate damage in concrete beams using non-linearity," Construction and Building Materials, Vol. 124: pp. 1081-1089, 2016.
Downloads
Published
How to Cite
Issue
Section
License
During the manuscript submission process, the corresponding author, on behalf of all authors, will be asked to agree to the terms of the Open Access Publishing Agreement by checking the designated agreement box (see Copyright & Licensing for more information).
Open Access Publishing Agreement
1) By agreeing to these terms, the author(s) retain full copyright and grant UNIMAS Publisher the right of first publication. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract, or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer to the publication in the Journal.
2) The author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0), which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) The author(s) are responsible for ensuring their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or proprietary right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
4) By agreeing to this statement, the author(s) declare that the research which they have conducted complies with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by the Chief Editor or UNIMAS Publisher.
5) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g., patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.
