Results 31 to 40 of about 3,103 (144)
Stan Naprężenia w Tarczy Kolistej Wywołany Działaniem Źródła Ciepła
The aim of this paper is to determine the stress isotropic disc by the action o galvanised in a circular chosen fa heat source W located at an arbitrarily point.
W. Piechocki
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:A new analytical method with sum function is introduced for solving problems of elasticity. The stress analysis of multi-span continuous deep beam subjected to distributed load has been performed.
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Nacisk Stempla na Niejednorodna Półpłaszczyznę Sprężystą
An effective solution is obtained for the contact problem of a symmetric body of any form in contact without friction with a nonhomogeneous elastic semi-infinite panel (Fig, 1).
B. Stachowicz, G. Szefer
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The Series Solution of Sum Function Method for Simple Supported Deep Beam
:A new analytical method with sum function is introduced for solving plane problems of elasticity. The stress analysis of simply supported deep beam subjected to triangular distributed load has been performed.
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Mechanical Model and Mechanical Characteristic Analysis of Isolated Roof in Double-Layer Goafs
The double-layer goafs are commonly found in mines that use the open stope mining method. The mechanical characteristics of the isolated roof in the double-layer goaf column directly affect the safety of the double-layer goaf and its surrounding goafs ...
Kepeng Hou +4 more
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On Determination of the Stress State of an Elastic-Porous Medium
The model of elastic porous solid medium for simulation of fluid penetration in an elastic porous body has been investigated. Similar processes can occur as a result of exposure of, for example, hard coal seams or deep solid type concrete, glass, etc. to
E.A. Mikishanina, A.G. Terentiev
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Seismic capacity of purely compressed shells based on Airy stress function
Purely compressed shells are often elegant and highly efficient structural forms, but this leanness may create risk if they are subjected to unexpected patterns and magnitudes of loading, such as may arise due to seismic events. In the same way that historic masonry structures were designed to sustain loads by activating purely compressive force paths,
Olivieri, C +5 more
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Pewne Zagadnienia Teorii Sprężystości Ciał Anizotropowych
The first section is devoted to the structure of the solution of partial differential equations of the elliptic type with two independent variables, of the fourth or any even order and having constant coefficients.
M. Suchar
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Innovative Insights on the Thin Square Plate Large Deflection Problem. [PDF]
Hakim G, Abramovich H.
europepmc +1 more source
Isogeometric form finding of membrane shells by optimised Airy stress function
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Chianese C., Rosati L., Marmo F.
openaire +2 more sources

