Paper Title:

Mathematical Model for Shear Stress-Strain Relationship of Soil-Concrete Interface during Shear Fracture Process

Periodical Key Engineering Materials (Volumes 348 - 349)
Main Theme Advances in Fracture and Damage Mechanics VI
Edited by J. Alfaiate, M.H. Aliabadi, M. Guagliano and L. Susmel
Pages 881-884
DOI 10.4028/
Citation Wei Wang et al., 2007, Key Engineering Materials, 348-349, 881
Online since September 2007
Authors Wei Wang, Ting Hao Lu, Bin Xiang Sun
Keywords Shear Fracture Process, Shear Stress-Strain Relationship, Soil-Concrete Interface
Price US$ 28,-
Article Preview
View full size

Description of shear stress-strain relationship for soil-concrete interface during shear fracture process plays an important role in experimental and numerical studies of soil-structure interaction. In this paper, deficiency of traditional hyperbolic model for the shear stress-strain relationship is analyzed, firstly. Then, a new model with 3 parameters for it is established, which can overcome the deficiency of hyperbolic model. Finally, good agreements have been found between the proposed model and laboratory tests.

No comments in this document.