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Ditemukan 2018 dokumen yang sesuai dengan query
cover
Au, Tung, 1923-
New York: Prentice-Hall, 1965
620.1 AUT e
Buku Teks  Universitas Indonesia Library
cover
Moscow: Mir Publishers, 1969
624.17 STR
Buku Teks  Universitas Indonesia Library
cover
Moscow: Mir Publishers, 1979
624.17 STR
Buku Teks  Universitas Indonesia Library
cover
Bittnar, Zdenek
New York: ASCE, 1996
624.17 BIT n
Buku Teks  Universitas Indonesia Library
cover
Michalos, James
London: Macmillan, 1965
624.17 MIC s
Buku Teks  Universitas Indonesia Library
cover
Vennard, John K.
New York: John Wiley & Sons, 1982
532 VEN e
Buku Teks  Universitas Indonesia Library
cover
Street, Robert L.
New York: John Wiley & Sons, 1996
532 STR e
Buku Teks  Universitas Indonesia Library
cover
Broek, David
Boston : Martinus Nijhoff, 1982
620.1126 BRO e
Buku Teks  Universitas Indonesia Library
cover
Norris, Charles H. (Charles Head)
New York: McGraw-Hill, 1976
624.171 NOR e
Buku Teks  Universitas Indonesia Library
cover
Aßmus, Marcus
"This book provides an extensive introduction to the mechanics of anti-sandwiches: non-classical composites with multiple homogeneous layers but widely differing parameters concerning their geometry and materials. Therefore, they require special attention in the context of structural mechanics.
The theoretical framework presented here is based on a five parametric, planar continuum, which is a pragmatic version of the COSSERAT shell. The direct approach used here is enlarged where constraints are introduced to couple layers and furnish a layer-wise theory. Restrictions are made in terms of linearity-geometrical and physical. After having defined appropriate variables for the kinematics and kinetics, linear elastic material behaviour is considered, where the constitutive tensors are introduced in the context of isotropy. The basics are presented in a clear and distinct manner using index-free tensor notation. This format is simple, concise, and practical.
Closed-form solutions of such boundary value problems are usually associated with serious limitations on the boundary conditions, which constitutes a serious disadvantage. To construct approximate solutions, a variational method is employed as the basis for computational procedures where the Finite Element Method is applied. Therefore, the introduction of the vector-matrix notation is convenient. Based on the plane considerations, a finite eight-node SERENDIPITY element with enlarged degrees of freedom is realised. To avoid artificial stiffening effects, various integration types are applied, and the solutions generated are subsequently verified with closed-form solutions for monolithic limiting cases.
Within this setting, it is possible to efficiently calculate the global structural behaviour of Anti-Sandwiches, at least up to a certain degree. The power of the proposed method in combination with the numerical solution approach is demonstrated for several case and parameter studies. In this regard, the optimal geometrical and material parameters to increase stiffness are analysed and the results for the kinematic and kinetic quantities are discussed. "
Switzerland: Springer Nature, 2019
e20509719
eBooks  Universitas Indonesia Library
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