Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering
Online ISSN : 1884-7234
Print ISSN : 0387-2335
ISSN-L : 0387-2335
Elasto-Plastic Finite Element Analysis of Direct Shear Test
Tadatsugu TANAKATakashi ABE
Author information
JOURNAL FREE ACCESS

2002 Volume 2002 Issue 218 Pages 137-143

Details
Abstract
Although the direct shear box test is commonly used, there have been a few studies on applying the finite element method to the test. We analyzed the test with the finite element method, and compared the results with Rowe's equation and Davis's equation. The constitutive model for this analysis is for non-associated strain hardening-softening elasto-plastic materials. A yield function of the Mohr-Coulomb type and a plastic potential function of the Drucker-Prager type were employed. We attempted to analyze 5 type boundary conditions. There are little differences at stress-displacement curve and good agreement with experiment. The results showed that internal friction angle from FEM are very similar to Rowe's friction angle and Davis's friction angle. The direct shear box is a proper test apparatus although there are non-uniformities in stress and strain.
Content from these authors
© The Japanese Society of Irrigation, Drainage and Rural Engineering
Previous article Next article
feedback
Top