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Application of low-order potential solutions to higher-order vertical traction boundary problems in an elastic half-space.

Royal Society open science·2018
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Analysis of Contact Interfaces for Single GaN Nanowire Devices
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Analysis of tangential contact boundary value problems using potential functions.

Adam G Taylor1, Jae H Chung1

  • 1Computer Laboratory for Granular Physics Studies, Geosystems Engineering, University of Florida, FL, USA.

Royal Society Open Science
|April 30, 2019
PubMed
Summary
This summary is machine-generated.

This study introduces a novel analysis technique for high-order contact potential problems, offering a new method for elastic settlement analysis in foundation engineering. The approach provides approximate solutions for complex boundary conditions in elastic half-space problems.

Keywords:
Cerruti's problemelasticitypotential theoryshallow foundationsoil–structure interaction

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Area of Science:

  • Geotechnical Engineering
  • Solid Mechanics
  • Computational Mechanics

Background:

  • Contact potential problems are crucial in foundation engineering.
  • Analyzing elastic settlement under complex boundary conditions requires advanced techniques.
  • Existing methods may struggle with high-order tangential traction conditions.

Purpose of the Study:

  • To develop an analysis technique for high-order contact potential problems.
  • To apply this technique to elastic settlement analysis of shallow foundations.
  • To derive closed-form solutions for potential functions under specific boundary conditions.

Main Methods:

  • Derivation of closed-form solutions for potential functions in an elastic half-space.
  • Application of the principle of superposition.
  • Analysis of a rigid footing on granular soil under tangential traction, analogous to sandpile stress states.

Main Results:

  • Closed-form solutions for potential functions under bilinear tangential traction are obtained.
  • An approximate and continuous solution for elastic contact problems with higher-order tangential conditions is formed.
  • An elastic settlement analysis of a rigid footing is performed using the developed technique.

Conclusions:

  • The presented analysis technique is effective for high-order contact potential problems.
  • The method provides a valuable tool for elastic settlement analysis in foundation engineering.
  • A generalized approach for combined normal and tangential traction boundary value problems is discussed.