Zobrazeno 1 - 10
of 16
pro vyhledávání: '"F. ESSENBURG"'
Autor:
F. Essenburg
Publikováno v:
Journal of Applied Mechanics. 42:127-132
The general problem of a beam of rectangular section with displacement components prescribed over portions of its top and bottom surfaces is considered. A beam theory which includes the effect of transverse normal strain (as well as the effect of tra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffd5c6820ce0feea48875f630d0ea5fd
https://doi.org/10.1115/1.3423502
https://doi.org/10.1115/1.3423502
Autor:
S. T. Gulati, F. Essenburg
Publikováno v:
Journal of Applied Mechanics. 34:659-666
The solution of the problem of the generally anisotropic axisymmetric circular cylindrical shell is obtained employing a recent shell theory given by Naghdi. The practical importance of the presence of the circumferential displacement components and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b798b00d3b7563e032de85cb9b9b3d1b
https://doi.org/10.1115/1.3607758
https://doi.org/10.1115/1.3607758
Autor:
S. T. Gulati, F. Essenburg
Publikováno v:
Journal of Applied Mechanics. 33:341-346
The general problem of the contact of two axisymmetric plates is considered. By way of specific examples, the ability of the Reissner theory to overcome the difficulties inherent in the application of the classical theory to such problems is demonstr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3385e844ea120630b45a3f6293d6832d
https://doi.org/10.1115/1.3625047
https://doi.org/10.1115/1.3625047
Autor:
F. Essenburg
Publikováno v:
Journal of Applied Mechanics. 29:340-344
The general problem of an axisymmetric circular plate, partially constrained from deflection by a smooth, rigid surface of revolution, is considered and the Reissner plate-theory solution is obtained. A specific example involving a clamped circular p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da0240e81d2886ed47d19cd9f47eab7a
https://doi.org/10.1115/1.3640552
https://doi.org/10.1115/1.3640552
Autor:
F. ESSENBURG, R. C. KOELLER
Publikováno v:
Journal of the Aerospace Sciences. 28:813-816
Summary A method is given for the treatment of plates, portions of which are constrained by two smooth, rigid, plane, clamping sur faces. By employing the E. Reissner plate theor}^, expressions for the stresses and displacements, valid for the regi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::258d095319ffa2fb582d69361faf4e7a
https://doi.org/10.2514/8.9195
https://doi.org/10.2514/8.9195
Autor:
F. Essenburg
Publikováno v:
Journal of Applied Mechanics. 27:677-680
The validity of the classical treatment of problems involving axisymmetric plates, partially constrained from deflection by the presence of a smooth, rigid, plane surface, is re-examined, and both the practical and conceptual advantages of carrying t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89edd976b9a972ee11f964bdbe3f3e19
https://doi.org/10.1115/1.3644081
https://doi.org/10.1115/1.3644081
Autor:
F. Essenburg
Publikováno v:
Journal of Applied Mechanics. 29:313-317
The importance of the effect of transverse shear deformation in the flexure of an elastic beam of symmetric cross section, constrained by a Winkler-type elastic foundation, is found to depend upon both the elastic properties of the beam and the found
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce7e1df3dee034e47ebdbf453c1a36df
https://doi.org/10.1115/1.3640547
https://doi.org/10.1115/1.3640547
Autor:
F. Essenburg, S. T. Gulati
Publikováno v:
Journal of Applied Mechanics. 35:195-195
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30a2ebdb7327e7e42b170e3c27789b53
https://doi.org/10.1115/1.3601155
https://doi.org/10.1115/1.3601155
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