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contributor authorM. A. Biot
date accessioned2017-05-08T23:17:45Z
date available2017-05-08T23:17:45Z
date copyrightJune, 1964
date issued1964
identifier issn0021-8936
identifier otherJAMCAV-25749#194_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98402
description abstractA theory is developed for the buckling of a fluid-saturated porous slab under axial compression. The problem is discussed in the context of the thermodynamics of irreversible processes. It is shown that there is a range of compressive loads, between a lower and upper critical value, for which the slab exhibits creep buckling. The problem of folding instability of a porous layer embedded in a viscous or viscoelastic medium is also analyzed and the dominant wavelength is evaluated. Identical behavior is derived by analogy for a thermoelastic slab with a critical range between isothermal and adiabatic buckling. The theory is applicable to a large class of two-phase materials obeying the same thermodynamics. It also provides a simple analysis of thermoelastic damping of plates.
publisherThe American Society of Mechanical Engineers (ASME)
titleTheory of Buckling of a Porous Slab and Its Thermoelastic Analogy
typeJournal Paper
journal volume31
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3629586
journal fristpage194
journal lastpage198
identifier eissn1528-9036
keywordsSlabs
keywordsBuckling
keywordsThermodynamics
keywordsWavelength
keywordsFluids
keywordsCompression
keywordsThermoelastic damping
keywordsStress
keywordsIrreversible processes (Thermodynamics)
keywordsPlates (structures) AND Creep
treeJournal of Applied Mechanics:;1964:;volume( 031 ):;issue: 002
contenttypeFulltext


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