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An Elongated Porous Wedge under the Action of Pressure
Author(s) -
Gollub W.,
Kowalski S. J.
Publication year - 1986
Publication title -
zamm ‐ journal of applied mathematics and mechanics / zeitschrift für angewandte mathematik und mechanik
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.449
H-Index - 51
eISSN - 1521-4001
pISSN - 0044-2267
DOI - 10.1002/zamm.19860660305
Subject(s) - wedge (geometry) , limiting , slip line field , slip (aerodynamics) , porosity , porous medium , mechanics , materials science , stress field , limit load , geotechnical engineering , geometry , geology , physics , structural engineering , composite material , mathematics , engineering , thermodynamics , finite element method , mechanical engineering , dislocation
The present paper performs an example towards the theory of the slip line field for fluid‐saturated porous solids. The limit load, the stress distribution in the plastic region and the slip line field are determined for an elongated obtuse wedge under the action of one‐sided pressure. The non‐porous solid wedge arises from the present calculations as a limiting case.