Deformability of a undirectionally reinforced composite with an elastic-plastic matrix

1982 ◽  
Vol 18 (2) ◽  
pp. 144-151 ◽  
Author(s):  
Yu. G. Melbardis ◽  
A. F. Kregers
2014 ◽  
Vol 1065-1069 ◽  
pp. 204-207
Author(s):  
Yan Hua Guo ◽  
Xiao Yan Zhang ◽  
Xue Zhong

Roscoe and Burland set the yield surface of the Cambridge model to elliptic and concluded modified Cambridge model. In this paper, the model has been improved and got the accuracy of the elastic-plastic matrix improvement model, by using the Cambridge model to calculate the volumetric strain and shear strain of soil theoreically and inculcating CU triaxial tests to measure the corresponding soil volumetric strain and shear strain and applying least squares theory to simulate the ratio of theoretical calculations and experimental results.


1988 ◽  
Vol 55 (2) ◽  
pp. 355-360 ◽  
Author(s):  
Benjamin Wilner

A study of the effect of an elastic spherical particle embedded in an infinite elastic-plastic matrix subject to hydrostatic tension is presented. Two types of particles will be considered: (1) a perfectly fitting inclusion, (2) a misfitting one. A numerical solution is developed to solve the governing equations. Various combinations of elastic constants and power hardening coefficients are studied for different load levels. The analysis is concentrated on the interfacial normal stresses and its dependence on the different parameters.


1985 ◽  
Vol 20 (1-3) ◽  
pp. 375-385 ◽  
Author(s):  
Antonio C. Rufin ◽  
Peter G. Rimbos ◽  
Sherman D. Bigelow

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