Frequency-Dependent Tensile and Compressive Effective Moduli of Elastic Solids With Randomly Distributed Two-Dimensional Microcracks

Author:

Zhao Youxuan12,Qiu Yanjun1,Jacobs Laurence J.3,Qu Jianmin4

Affiliation:

1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

2. Department of Civil and Environmental Engineering, Department of Mechanical Engineering, Northwestern University, Evanston, IL 60208

3. College of Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0360

4. Department of Civil and Environmental Engineering, Department of Mechanical Engineering, Northwestern University, Evanston, IL 60208 e-mail:

Abstract

This paper develops micromechanics models to estimate the tensile and compressive elastic moduli of elastic solids containing randomly distributed two-dimensional microcracks. The crack faces are open under tension and closed under compression. When the crack faces are closed, they may slide against one another following the Coulomb's law of dry friction. The micromechanics models provide analytical expressions of the tensile and compressive moduli for both static and dynamic cases. It is found that the tensile and compressive moduli are different. Further, under dynamic loading, the compressive and tensile moduli are both frequency dependent. As a by-product, the micromechanics models also predict wave attenuation in the dynamic case. Numerical simulations using the finite element method (FEM) are conducted to validate the micromechanics models.

Funder

National Science Foundation

Nuclear Energy University Program

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference54 articles.

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3. Continuum Model of Medium With Cracks;ASCE J. Eng. Mech. Div.,1980

4. A Microcrack Model of Rock Inelasticity Part I: Frictional Sliding on Microcracks;Mech. Mater.,1982

5. A Micromechanics Model for the Acoustic Nonlinearity Parameter in Solids With Distributed Microcracks;Ultrasonics,2015

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