Damage Constitutive Model of Mudstone Creep Based on the Theory of Fractional Calculus
Abstract
When swelling mudstone, its various mechanical parameters will change significantly. Establish mudstone’s fractional calculus creep damage model structure diagram, which describe the extent of damage in rock damage variable. Assumed that the stress level of rock exceeded its the long-term strength and under the condition of mudstone accelerated strain rate loading, nonlinear damage model based on fractional calculus theory was established. Therefore mudstone creep constitutive model considering the accelerated strain rate loading conditions was obtained. The results of constitutive model showed that there appears to be an exponential function between strain and time in the accelerated creep stage. The creep test data were used to verify the proposed model and the results suggested that the fractional order b was the intrinsic parameters of rock mass which could reflect its hardness. During the accelerated creep stage, fractional creep damage constitutive model could describe the stress-strain relationship well.
Keywords
Full Text:
PDFReferences
[1] Song, Y. J., & Lei, S. Y. (2013). Mechanical model of rock nonlinear creep damage based on fractional calculus. Chinese Journal of Underground Space and Engineering, (9), 91-95.
[2] Zhang, Z. T., Wang, H., & Tao, Z. Y. (1996). The study of rock creep property. Journal of Yangtze River Scientific Research Institute, S1, 2-6.
[3] Deng, R. G., Zhou, D. P., & Zhang, Z. Y. (2001). A new rheological model for rocks. Chinese Journal of Rock Mechanics and Engineering, 20(6), 780-784.
[4] Chen, Y. J., Pan, C. L., & Cao, P. (2003). A new mechanical model for soft rock rheology. Rock and Soil Mechanics, 24(2), 209-214.
[5] Cao, S. G., Bian, J., & Li, P. (2002). Rheologic constitutive relationship of rocks and a modifical model. Chinese Journal of Rock Mechanics and Engineering, 21(5), 632-634.
[6] Wang, L. G., He, F., & Liu, X. F. (2004). Non-linear creep model and stability analysis of rock. Chinese Journal of Rock Mechanics and Engineering, 23(10), 1640-1642.
[7] Yin, D. S., Ren, J. J., & He, C. L. (2009). Stress-stain relation of soft soil based on fractional calculus operator’s theory. Chinese Journal of Rock Mechanics and Engineering, 28, 2973-2979.
[8] Liu, B. G., & Cui, S. D. (2010). Experimental study of creep damage of mudstone. Chinese Journal of Rock Mechanics and Engineering, 10(29), 2127-2133.
DOI: http://dx.doi.org/10.3968/7703
Refbacks
- There are currently no refbacks.
Copyright (c) 2016 Advances in Petroleum Exploration and Development
Reminder
- How to do online submission to another Journal?
- If you have already registered in Journal A, then how can you submit another article to Journal B? It takes two steps to make it happen:
1. Register yourself in Journal B as an Author
- Find the journal you want to submit to in CATEGORIES, click on “VIEW JOURNAL”, “Online Submissions”, “GO TO LOGIN” and “Edit My Profile”. Check “Author” on the “Edit Profile” page, then “Save”.
2. Submission
- Go to “User Home”, and click on “Author” under the name of Journal B. You may start a New Submission by clicking on “CLICK HERE”.
We only use three mailboxes as follows to deal with issues about paper acceptance, payment and submission of electronic versions of our journals to databases:
[email protected]; [email protected]; [email protected]
Articles published in Advances in Petroleum Exploration and Development are licensed under Creative Commons Attribution 4.0 (CC-BY).
ADVANCES IN PETROLEUM EXPLORATION AND DEVELOPMENT Editorial Office
Address:1055 Rue Lucien-L'Allier, Unit #772, Montreal, QC H3G 3C4, Canada.
Telephone: 1-514-558 6138
Website: Http://www.cscanada.net
Http://www.cscanada.org
E-mail:[email protected]; [email protected]
Copyright © 2010 Canadian Research & Development Centre of Sciences and Cultures