ISBN 9798672760087 is currently unpriced. Please contact us for pricing.
Available options are listed below:
Available options are listed below:
Buckling and Vibration of Fiber Reinforced Composite Plates With Nanofiber Reinforced Matrices
AUTHOR | Administration (Nasa), National Aeronaut |
PUBLISHER | Independently Published (08/05/2020) |
PRODUCT TYPE | Paperback (Paperback) |
Description
Anisotropic composite plates were evaluated with nanofiber reinforced matrices (NFRM). The nanofiber reinforcement volumes ratio in the matrix was 0.01. The plate dimensions were 20 by 10 by 1.0 in. (508 by 254 by 25.4 mm). Seven different loading condition cases were evaluated for buckling: three for uniaxial loading, three for pairs of combined loading, and one with three combined loadings. The anisotropy arose from the unidirectional plates having been at 30 from the structural axis. The anisotropy had a full 6 by 6 rigidities matrix which were satisfied and solved by a Galerkin buckling algorithm. For vibration the same conditions were used with the applied cods about a small fraction of the buckling loads. The buckling and vibration results showed that the NFRM plates buckled at about twice those with conventional matrix. Chamis, Christos C. and Murthy, Pappu L. N. Glenn Research Center NASA/TM-2011-217282, E-18037 WBS 561,581,02,08.03,13.05 ANISOTROPIC PLATES; REINFORCED PLATES; GALERKIN METHOD; BUCKLING; FIBER COMPOSITES; VIBRATION; ALGORITHMS; ANISOTROPY; LOADS (FORCES); PLATES (STRUCTURAL MEMBERS)
Show More
Product Format
Product Details
ISBN-13:
9798672760087
Binding:
Paperback or Softback (Trade Paperback (Us))
Content Language:
English
More Product Details
Page Count:
32
Carton Quantity:
128
Product Dimensions:
8.50 x 0.07 x 11.02 inches
Weight:
0.22 pound(s)
Country of Origin:
US
Subject Information
BISAC Categories
Reference | Research
Reference | Space Science - General
Descriptions, Reviews, Etc.
publisher marketing
Anisotropic composite plates were evaluated with nanofiber reinforced matrices (NFRM). The nanofiber reinforcement volumes ratio in the matrix was 0.01. The plate dimensions were 20 by 10 by 1.0 in. (508 by 254 by 25.4 mm). Seven different loading condition cases were evaluated for buckling: three for uniaxial loading, three for pairs of combined loading, and one with three combined loadings. The anisotropy arose from the unidirectional plates having been at 30 from the structural axis. The anisotropy had a full 6 by 6 rigidities matrix which were satisfied and solved by a Galerkin buckling algorithm. For vibration the same conditions were used with the applied cods about a small fraction of the buckling loads. The buckling and vibration results showed that the NFRM plates buckled at about twice those with conventional matrix. Chamis, Christos C. and Murthy, Pappu L. N. Glenn Research Center NASA/TM-2011-217282, E-18037 WBS 561,581,02,08.03,13.05 ANISOTROPIC PLATES; REINFORCED PLATES; GALERKIN METHOD; BUCKLING; FIBER COMPOSITES; VIBRATION; ALGORITHMS; ANISOTROPY; LOADS (FORCES); PLATES (STRUCTURAL MEMBERS)
Show More