A Theoretical Study of Landing Mat Behavior

Abstract

Mechanistic models are developed to help predict the behavior of landing mat systems. The first model, which is based upon elastic theory, is capable of duplicating the action of such systems under static loads. The associated assumptions are: (1) that an infinite beam is the structural equivalent of the mat; (2) that the subgrade is homogeneous; (3) that horizontal displacements within the subgrade are negligible; and (4) that the mat always remains in contact with the subgrade. The model parameters are established from simulations of full-scale experimental tests. These parameters are also correlated with prototype test variables. Results from prototype tests indicate that the model parameter k, the subgrade modulus, decreases as trafficking of the section progresses. A second mechanistic model is developed to simulate actual loading sequences and to provide a means of estimating the residual deformations of the mat surface. The applicability of this model is demonstrated for both single-wheel and dual-wheel tests. Complete evaluation of the potentialities of this model is not possible from the available data.

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Document Details

Document Type
Technical Report
Publication Date
Jul 01, 1969
Accession Number
ADA040185

Entities

People

  • John C. Rosner
  • Milton E. Harr

Organizations

  • Purdue Research Foundation

Tags

Communities of Interest

  • Air Platforms
  • Counter WMD
  • Ground and Sea Platforms
  • Human Systems

DTIC Thesaurus Topics

  • Aircrafts
  • Composite Materials
  • Computer Programs
  • Construction
  • Differential Equations
  • Elastic Properties
  • Engineers
  • Finite Element Analysis
  • Lepidoptera
  • Mechanics
  • Modulus Of Elasticity
  • Regression Analysis
  • Simulations
  • Soil Mechanics
  • Soil Models
  • Stress Strain Relations
  • Tensile Strength

Readers

  • Computational Modeling and Simulation
  • Pavement Materials Engineering.
  • Theoretical Analysis.