A Research on Strength Criteria Based on Material Structure

Article Preview

Abstract:

Strength criteria for materials in the classical elastoplastic theory are formed mostly based on experiments and some assumptions [1, . However, no concensus has been achieved though many strength models were put forward to explore the applicable material strength criteria previously. Even the influence of material structures on strength has not been realized. In this article, the tensile failure strength criterion, shear strength criterion and strength criterion of friction materials are explored on the basis of the model of material with a structure of uniformly random distribution. Through analysis, it can be discovered that the strength criteria in the classical elastoplastic theory can be derived from the complex material theory based on the concept of material structure. However, as the theoretical basis, conditions of derivation and assumptions of concepts are totally different, it is proved that the complex material theory used for studying the material structures can fully cover the contents and conclusions obtained in classical elastoplastic theory.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

236-243

Citation:

Online since:

February 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yu MaoHong, Engineering strength theory[M]. BeingJing: Higher Education Press 1997.

Google Scholar

[2] Zhen YingRen, Shen ZhuJiang, Gong XiaoNan, Geotechnical plastic mechanics[M]. China Architecture & Building Press (2002).

Google Scholar

[3] Wei ZhenHai, Wang MengShu, Zhang DingLi, Study of constitutive relationship model of material structure based on full state function, The 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), 2012. 5.

Google Scholar

[4] Wei ZhenHai, Wang MengShu, Zhang DingLi, The Constitutive Relationship Model Of Based on the Full State Function, Proceedings of the Twenty-First National Conference on Structural ENGINEERINGTHE, 2012. 10.

Google Scholar

[5] Wei ZhenHai, Wang MengShu, Zhang DingLi, A research on the full state function constitutive relation model, The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications 2012. 10.

Google Scholar

[6] Wei ZhenHai Research on the Geomaterials Structure[D] Beijing Jiaotong University 2012. In Chinese.

Google Scholar

[7] Wei ZhenHai, Wang MengShu, Zhang DingLi, Structure Analysis of Rock and Soil[M]. China WaterPower Press, 2012. 12, In Chinese.

Google Scholar

[8] Wei ZhenHai, Wang MengShu, Zhang DingLi, The intensity model of the soil granular chain, Proceedings of the Twentieth National Conference on Structural Engineering 2011. 10.

Google Scholar

[9] Wei ZhenHai, Wang MengShu, Zhang DingLi, Study on The Strength of Soil Granular Structure Model, 2012 International Conference on Structural Computation and Geotechnical Mechanics, 2012. 3.

DOI: 10.1016/j.proeps.2012.01.051

Google Scholar

[10] Wei ZhenHai, Wang MengShu, Zhang DingLi, Research on the strength of the fractal structure soil, Rock and Soil Mechanics 2012. 3.

Google Scholar

[11] Wei ZhenHai, Wang MengShu, Zhang DingLi, Study on Strength Model of Soil Structure, Rock and Soil Mechanics, 2013. 1.

Google Scholar