Damage Model for Dissipative Materials with Generalized Non-Linear Strength Theory

Wei Wei Yu; Xuan Guo

doi:10.4028/www.scientific.net/AMR.415-417.1439

Paper Titles

Experimental Study on the Effect of Steel-Tube Replacement Ratio on the Eccentric Compression Bearing Capacity of Composite Column
p.1421

Difference between the Measured and Theoretical Value and Theirs Influencing Factors for Heat Transfer Coefficient of Exterior Wall External Insulation
p.1427

Ground Adaptability Characterization for Digging in Complex Geotechnical Conditions and Risk Mitigation
p.1431

Study on Conductive Mechanism of Carbon Fiber Filled Cement-Based Composites
p.1435

Damage Model for Dissipative Materials with Generalized Non-Linear Strength Theory
p.1439

Synthesis, Crystal Structure and Spectroscopy of Dibutyl Ester-Ether Fluorescein
p.1443

Synthesis and Surface Properties of a Novel Switchable Bolaform Surfactant
p.1447

First-Principles Study on Mechanical Properties of IVB-Group Transition-Metal Nitrides TiN, ZrN, and HfN
p.1451

Characteristics and Applications of the AAm-Grafting PE
p.1457

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 415-417Damage Model for Dissipative Materials with...

Damage Model for Dissipative Materials with Generalized Non-Linear Strength Theory

Abstract:

This paper builds the formulations of damage model for dissipative materials with generalized non-linear strength theory. The proposed model reflects the internal structural configuration and damage behavioure. The structural evolution parameters are introduced to account for the progressive loss of the internal structure. The proposed damage model is proposed by generalized non-linear strength theory, the capability of the models in predicting behavior of clay has been examined.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 415-417)

Pages:

1439-1442

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.415-417.1439

Citation:

Cite this paper

Online since:

December 2011

Authors:

Wei Wei Yu, Xuan Guo

Keywords:

Damage Model, Dissipative Materials, Generalized Non-Linear Strength Theory

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Muir W. D.Soil behaviour and critical state soil mechanics, New York: Cambridge University Press(1990).

Google Scholar

[2] Lemaitre J.L. Chaboche J.L. Mechanics of solid materials. Cambridge: Cambridge University Press(1990).

Google Scholar

[3] Burland, J.B., Geotechinque, Vol. 40(3), (1990)p.329.

Google Scholar

[4] Muir Wood, D, Soil behaviour and critical state soil mechanics, Cambridge University Press, New York (1990).

Google Scholar

[5] X, Guo; W W, Yu; Two surface damage model for dissipative natural soils with generalized non-linear strength theory, Proceedings of international conference on environmental science and development(2010): 522-526

Google Scholar

[6] X.Guo C.G. Zhao, D.J. Yuan M.S. Wang. Acta Mechanica Solida Sinica, Vol.21(1),(2008), p.73.

Google Scholar

[7] X.Guo C.G. Zhao, D.J. Yuan,M S. Wang. Acta Mechanica Solida Sinica, Vol.21(1) ,(2008), p.85.

Google Scholar

[8] X. Guo, D.J. Yuan, M.S. Wang, CG. Zhao, Boundaries of rock mechanics, M F.Cai&JA.Wang (eds) .International Young Scholar Symposium on Rock Mechanics ,Taylor& Francis Group, London, (2008), p.67.

Google Scholar

[9] Y.P. Yao D.C. Lu, A.N. Zhou et.al , Science in China, Series E, (in Chinese), Vol.34(11),(2004),p.1283.

Google Scholar

[10] M. H. Yu, L. N. He, C. Y. Liu, Chinese Science Bulletin (in Chinese), Vol.37(2) (1992), p.182.

Google Scholar

[11] M. H. Yu,, Chinese Journal of Geotechnical En-gineering (in Chinese), Vol.16(2) (1994), p.1.

Google Scholar

[12] Lade, P. V., Musante, H. M., J. Geotech. Engrg. Div., ASCE, Vol.104(2)(1978),p.193.

Google Scholar