Accession Number : ADA135836

Title :   Development of a Stress-Dependent Finite Element Slab Model.

Descriptive Note : Annual rept. 6 Jan 82-30 Apr 83,

Corporate Author : ILLINOIS UNIV AT URBANA DEPT OF CIVIL ENGINEERING

Personal Author(s) : Thompson,M R ; Barenberg,E J ; Ioannides,A M ; Fischer,J A

PDF Url : ADA135836

Report Date : May 1983

Pagination or Media Count : 182

Abstract : The concept of the Resilient Modulus of Subgrade Reaction, K sub R, developed to account for the stress dependent behavior of typical fine-grained subgrade soils. This new subgrade support parameter is defined as plate pressure/resilient deflection in an impulse plate load test simulated using finite element program ILLI-PAVE. The resilient modulus of subgrade reaction, K sub R, is expressed in the same units as the standard static modulus of subgrade reaction, K, but the value of the former is significantly higher. This indicates increased stiffness in response to rapidly moving loads. The finite element model presented in this report is a modified and expanded version of ILLI-SLAB, developed in 1977 for the study of jointed, slab-on-grade pavements. A number of modifications to the original code are described. The most important of these is the incorporation, through an iterative procedure, of the deflection dependent Resilient Modulus of Subgrade Reaction (K sub R). This parameter is considered more appropriate in modeling nonlinear subgrade response to rapidly moving loads. Other changes include: generation of contour plots of system response; introduction of specification of loaded areas in terms of global coordinates; and, free-form input capability. To illustrate the impact of these innovations, results from several demonstration runs are summarized. The major effect of the proposed model is due to the higher values of K sub R, compared to the commonly used static k.

Descriptors :   *Pavements, *Pavement bases, *Stresses, *Computerized simulation, Finite element analysis, Models, Stress strain relations, Pressure, Loads(Forces), Load distribution, Response, Behavior, Resilience, Viscoelasticity, Predictions, Structural analysis, Nondestructive testing

Subject Categories : Civil Engineering
      Mechanics

Distribution Statement : APPROVED FOR PUBLIC RELEASE