Vibrations of a cantilevered rectangular plate with stiffening ribs in a gas stream

Nguen-Phuc-Ninh; G. A. Marchenko

doi:10.1007/bf00895849

Vibrations of a cantilevered rectangular plate with stiffening ribs in a gas stream

Soviet Applied Mechanics ◽

10.1007/bf00895849 ◽

1968 ◽

Vol 4 (9) ◽

pp. 62-64 ◽

Cited By ~ 1

Author(s):

Nguen-Phuc-Ninh ◽

G. A. Marchenko

Keyword(s):

Rectangular Plate ◽

Stiffening Ribs

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Bending of the rectangular plate made of composite material, strengthened by additional layers or stiffening ribs

3rd International Conference on Contemporary Problems in Architecture and Construction ◽

10.1049/cp.2011.1173 ◽

2011 ◽

Author(s):

E.V. Belubekyan ◽

A.G. Poghosyan ◽

V.M. Khanikyan

Keyword(s):

Composite Material ◽

Rectangular Plate ◽

Stiffening Ribs

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Scattering from a Thin Rectangular Plate at Glancing Incidence

Electromagnetics ◽

10.1080/02726340151134461 ◽

2001 ◽

Vol 21 (2) ◽

pp. 147-163 ◽

Cited By ~ 3

Author(s):

Hirohide Serizawa ◽

Kohei Hongo ◽

Hirokazu Kobayashi

Keyword(s):

Rectangular Plate ◽

Thin Rectangular Plate

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Wavenumber restriction in the buckling instability of a rectangular plate

Journal de Physique ◽

10.1051/jphys:01985004603034300 ◽

1985 ◽

Vol 46 (3) ◽

pp. 343-347 ◽

Cited By ~ 13

Author(s):

W. Zimmermann ◽

L. Kramer

Keyword(s):

Rectangular Plate ◽

Buckling Instability

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THE STRESSED STATE OF THE DOUBLE-LAYER RECTANGULAR PLATE UNDER SHIFT. THE SIMPLIFIED TWO-DIMENSIONAL MODEL

PNRPU Mechanics Bulletin ◽

10.15593/perm.mech/2019.3.16 ◽

2019 ◽

Keyword(s):

Stressed State ◽

Rectangular Plate ◽

Double Layer ◽

Two Dimensional ◽

Dimensional Model ◽

Two Dimensional Model

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THE SCHEME OF BIORTHOGONALIZATION OF VECTORS IN SOLVING THE PROBLEM OF RECTANGULAR PLATE BENDING

TsAGI Science Journal ◽

10.1615/tsagiscij.2020033036 ◽

2019 ◽

Vol 50 (6) ◽

pp. 673-678

Author(s):

Vladimir Ivanovich Lysukhin ◽

Julian Fedotovich Yaremchuk

Keyword(s):

Rectangular Plate ◽

Plate Bending

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Technical Theory of Bending of Elastic Rectangular Plate Pivotally Supported on the Perimeter or Pinched Along Two Adjacent Sides

Global Nuclear Safety ◽

10.26583/gns-2020-02-05 ◽

2020 ◽

Vol 35 (2) ◽

pp. 73-82

Author(s):

A.S. Kravchuk ◽

A.I. Kravchuk ◽

S.A. Tomilin ◽

S.F. Godunov

Keyword(s):

Rectangular Plate ◽

Technical Theory ◽

Elastic Rectangular Plate

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Closed-loop multiobjective optimization of piezoelectric patches for active vibration control of a rectangular plate

10.26678/abcm.diname2019.din2019-0104 ◽

2019 ◽

Author(s):

Augusto Shigueoka ◽

Helio Cruz ◽

Filipe Horiy ◽

Marcelo A. Trindade

Keyword(s):

Multiobjective Optimization ◽

Vibration Control ◽

Rectangular Plate ◽

Closed Loop ◽

Active Vibration Control ◽

Active Vibration

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On the Identification of Common Fastenings of a Rectangular Plate

Mechanics of Solids ◽

10.3103/s002565442002003x ◽

2020 ◽

Vol 55 (2) ◽

pp. 202-206

Author(s):

A. M. Akhtyamov ◽

J. A. Pardaev

Keyword(s):

Rectangular Plate

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Analysis of Stress and Strain with Variation in Elastic Properties in Symmetric Laminated Composite Rectangular Plate

International Journal for Research in Applied Science and Engineering Technology ◽

10.22214/ijraset.2017.8334 ◽

2017 ◽

Vol V (VIII) ◽

pp. 2336-2347

Author(s):

Yogesh Pratap Singh

Keyword(s):

Rectangular Plate ◽

Elastic Properties ◽

Laminated Composite ◽

Stress And Strain

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Large Deflection of a Rectangular Plate Resting on a Pasternak-Type Elastic Foundation

Journal of Applied Mechanics ◽

10.1115/1.3424116 ◽

1977 ◽

Vol 44 (3) ◽

pp. 509-511 ◽

Cited By ~ 9

Author(s):

P. K. Ghosh

Keyword(s):

Rectangular Plate ◽

Elastic Foundation ◽

Large Deflection ◽

Lateral Load ◽

Bending Moments ◽

Shear Forces ◽

Simply Supported ◽

Base Parameters ◽

Square Plate

The problem of large deflection of a rectangular plate resting on a Pasternak-type foundation and subjected to a uniform lateral load has been investigated by utilizing the linearized equation of plates due to H. M. Berger. The solutions derived and based on the effect of the two base parameters have been carried to practical conclusions by presenting graphs for bending moments and shear forces for a square plate with all edges simply supported.

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