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Ditemukan 10761 dokumen yang sesuai dengan query
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Provatidis, Christopher G.
"This self-contained book addresses the three most popular computational methods in CAE (finite elements, boundary elements, collocation methods) in a unified way, bridging the gap between CAD and CAE.
It includes applications to a broad spectrum of engineering (benchmark) application problems, such as elasto-statics/dynamics and potential problems (thermal, acoustics, electrostatics). It also provides a large number of test cases, with full documentation of original sources, making it a valuable resource for any student or researcher in FEA-related areas."
Switzerland: Springer Nature, 2019
e20509407
eBooks  Universitas Indonesia Library
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Vuong, Anh-Vu
"​Isogeometric finite elements combine the numerical solution of partial differential equations and the description of the computational domain given by rational splines from computer aided geometric design. This work gives a well-founded introduction to this topic and then extends isogeometric finite elements by a local refinement technique, which is essential for an efficient adaptive simulation. There by a hierarchical approach is adapted to the numerical requirements and the relevant theoretical properties of the basis are ensured. The computational results suggest the increased efficiency and the potential of this local refinement method."
Wiesbaden: Springer, 2012
e20418924
eBooks  Universitas Indonesia Library
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Samuel Budhi Setyanto
"ABSTRAK
Analisis Isogeometrik (IGA) merupakan pengembangan dari Metode Elemen Hingga (FEM). IGA lahir untuk menjembatani Computer Aided Engineering (CAE), yang berbasiskan FEM dengan shape function polinomial, dan Computer Aided Design (CAD), yang menggunakan basis function NURBS, dengan mengaplikasikan penggunaan NURBS pada CAE agar dapat memodelkan struktur secara eksak. Skripsi ini mempelajari performa metode collocation pada IGA untuk Balok Timoshenko dan Pelat Reissner-Mindlin dengan peralihan lentur sebagai variabel tunggal melalui uji konvergensi. Pengujian mencakup peralihan dan gaya dalam, dan dibandingkan dengan metode Galerkin. Hasil pengujian menunjukkan konvergensi yang baik pada semua kasus yang diujikan.

ABSTRACT
Isogeometric Analysis (IGA) is a development of Finite Element Method (FEM). IGA was initiated to bridge Computer Aided Engineering (CAE), FEM-based program with polinomial shape function, and Computer Aided Design (CAD), which uses NURBS as basis function, by applying NURBS in CAE, so structure can be modelized exactly. This report is studying collocation method performance in IGA for Timoshenko Beam and Reissner-Mindlin Plate with bending displacement as single variable through convergence test. The test is including displacement and internal forces study, and compared to Galerkin method. The results of this study have a good convergency in every tested cases.
"
2016
S65329
UI - Skripsi Membership  Universitas Indonesia Library
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Oden, J. Tinsley (John Tinsley), 1936-
New York: John Wiley & Sons, 1976
515.353 ODE i
Buku Teks SO  Universitas Indonesia Library
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Weaver, William
Englewood Cliffs, NJ: Prentice-Hall, 1987
624.171 WEA s
Buku Teks  Universitas Indonesia Library
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Akin, J.E.
London: Academic Press, 1994
624.171 AKI f
Buku Teks  Universitas Indonesia Library
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Carey, Graham F.
Englewood Cliffs, NJ: Prentice-Hall, c1984
515.353 Car f
Buku Teks  Universitas Indonesia Library
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Weaver, William
Bandung: Eresco, 1989
624.171 WEA f
Buku Teks  Universitas Indonesia Library
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Henry Wiratan
"ABSTRAK
Tesis ini membahas pemodelan struktur cangkang dengan elemen MITC-24
berdasarkan teori cangkang Naghdi. Karena bentuk struktur cangkang yang
kompleks, maka akan sulit jika dianalisa dengan menggunakan solusi eksak. Salah
satu pendekatan untuk menyelesaikan permasalahan tersebut adalah dengan
metode elemen hingga. Untuk mengetahui performa dari elemen ini, maka hasil
yang diperoleh berupa nilai displacement dan gaya dalam, akan dibandingkan
dengan hasil dari Elemen DKMQ-24 dan juga nilai eksak pada Benchmark Test.

ABSTRACT
This thesis discusses the modeling of shell structures using MITC-24 elements
and Naghdi shell theory. Since the shape of the shell structure is complex, it will
be difficult to analyze by using exact solution. Therefore, finite element method is
one of the approaches to solve this problem. In order to know more about the
performance of these elements, the results that we obtain in displacement and
internal load value, will be compared with the result of DKMQ-24 elements and
also the exact value of the Benchmark Test."
2013
T36731
UI - Tesis Membership  Universitas Indonesia Library
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