General nonlocal solution of the elastic half space loaded by a concentrated force P perpendicular to the boundary

R. Artan

doi:10.12989/sem.2000.9.2.209

General nonlocal solution of the elastic half space loaded by a concentrated force P perpendicular to the boundary

R. Artan^*

^*Corresponding author for this work

Department of Civil Engineering

Ruhr University Bochum

Research output: Contribution to journal › Article › peer-review

1 Citation (Scopus)

Abstract

The main purpose of this paper is to develop the results introduced in Artan (1996) and to find a general nonlocal linear elastic solution for Boussinesq problem. The general nonlocal solution given Artan (1996) is valid only when the distance to the boundary is greater than one atomic measure. The nonlocal stress field presented in this paper is valid for the whole half plane.

Original language	English
Pages (from-to)	209-214
Number of pages	6
Journal	Structural Engineering and Mechanics
Volume	9
Issue number	2
DOIs	https://doi.org/10.12989/sem.2000.9.2.209
Publication status	Published - Feb 2000

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10.12989/sem.2000.9.2.209

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title = "General nonlocal solution of the elastic half space loaded by a concentrated force P perpendicular to the boundary",

abstract = "The main purpose of this paper is to develop the results introduced in Artan (1996) and to find a general nonlocal linear elastic solution for Boussinesq problem. The general nonlocal solution given Artan (1996) is valid only when the distance to the boundary is greater than one atomic measure. The nonlocal stress field presented in this paper is valid for the whole half plane.",

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AB - The main purpose of this paper is to develop the results introduced in Artan (1996) and to find a general nonlocal linear elastic solution for Boussinesq problem. The general nonlocal solution given Artan (1996) is valid only when the distance to the boundary is greater than one atomic measure. The nonlocal stress field presented in this paper is valid for the whole half plane.

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General nonlocal solution of the elastic half space loaded by a concentrated force P perpendicular to the boundary

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