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Hasil Pencarian

Ditemukan 30173 dokumen yang sesuai dengan query
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Valberg, Henry S
"Applied Metal Forming: Including FEM Analysis describes metal forming theory and how experimental techniques can be used to study metal forming operations with great accuracy. For each primary class of processes, such as forging, rolling, extrusion, wiredrawing, and sheet-metal forming, it explains how finite element analysis (FEA) can be applied with great precision to characterize the forming conditions and in this way optimize the processes. FEA has made it possible to build realistic FEM models of most metal forming processes, including complex three dimensional forming operations, in which complex products are shaped by complex dies. Thus, using FEA, it is now possible to visualize any metal forming process and to study strain, stress, and other forming conditions inside the parts being manufactured as they develop throughout the process. Henry S. Valberg is a professor in the Department of Engineering Science and Materials at the Norwegian University of Science and Technology(NTNU). He began his professional career as a metallurgist at the Royal Norwegian Air Force (LFK), and continued it at A/S Norsk
Jernverk, Mo i Rana, and then as a research scientist at SINTEF, Division of Materials and Processes, before joining the Norwegian Institute of Technology (NTH) as a senior lecturer in 1984 and full professor in 1994. He was a visiting professor at Denmark’s Technical University
in 1997–1998. Professor Valberg’s main fields of research are materials, metal forming, experimental deformation analysis, and FEA. His work covers all the main metal forming processes, including forging, rolling, extrusion, drawing, and sheet-metal forming. He is the author
of more than 60 refereed journal articles and has supervised numerous graduate students. Professor Valberg is currently a research manager in a project run by three Norwegian forging companies."
United States: Cambridge University Press, 2010
e20527961
eBooks  Universitas Indonesia Library
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Zainudin Zuhri
"ABSTRAK
Penelitian ini ditujukan untuk mempelajari perilaku pelat FGM (functionally graded material) dengan Edge-based Smoothed Finite Element Method (ES-FEM) dan menggunakan elemen triangular discrete shear gap (DSG3). Untuk mempelajari perilaku pelat tersebut, dilakukan analisis pada beberapa kasus mencakup kasus mekanika dan termodinamika. Analisis juga dilakukan pada berbagai kondisi lainnya yang mencakup geometri pelat, ketebalan pelat, jumlah elemen, indeks power law dan kondisi batas. Untuk melakukan analisis, programasi dan komputasi numerik dilakukan dengan menggunakan alat bantu
hitung berupa perangkat lunak Matlab®. Secara umum, hasil analisis yang telah dilakukan menunjukkan bahwa penggunaan ES-FEM mampu meningkatkan akurasi hasil central deflection pada berbagai kondisi yang diuji di dalam penelitian ini. Penggunaan material Zirconia pada pelat FGM mampu meningkatkan beban aksial pada pelat akibat perubahan temperatur sebelum terjadi tekuk.

ABSTRACT
This research is conducted to study the behavior of FGM (functionally graded material) plates by using Edge-based Smoothed Finite Element Method (ESFEM) and triangular discrete shear gap (DSG3) element. To study the behavior of these plates, analysis will be conducted on some mechanical and thermal problems. The analysis is also performed in many problems such as the geometrical problems, the plate thicknesses, the number of elements, the power law index and the boundary conditions. To perform analysis, programmation and
numerical computation will also be performed by using computation tool, Matlab®. In general, the results show that the use of ES-FEM is able to enhance the accuracy of the central deflection in various conditions that being performed in this research. The use of Zirconia on the FGM plate could enhance the axial load on the plate due to temperature changes before it buckled."
Depok: Fakultas Teknik Universitas Indonesia , 2020
T-Pdf
UI - Tesis Membership  Universitas Indonesia Library
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Amsterdam : Elsevier, 1991
543 TRA
Buku Teks SO  Universitas Indonesia Library
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Rifani Fakhriyyanti
"Analisis stabilitas lereng pada umumnya dilakukan dalam bentuk dua dimensi 2D dengan asumsi kondisi plane strain tanpa mempertimbangkan dampak analisis tiga dimensi 3D. Namun, dalam analisis stabiltas lereng khususnya lereng alami yang memiliki kompleksitas geometri lereng perlu dilakukan pemodelan dalam bentuk 3D yang dapat menggambarkan kondisi asli lereng.
Dalam penelitian ini dilakukan pemodelan 2D dan 3D dengan metode elemen hingga finite element method untuk mengetahui perbedaan hasil analisis stabilitas lereng 2D dan 3D pada lereng alami yang memiliki geometri kompleks. Penelitian yang dilakukan yaitu dengan membandingkan hasil pemodelan 2D dan 3D lereng studi kasus Pasir Muncang serta melakukan verifikasi perilaku dan sensitivitas model 2D dan 3D terhadap beberapa faktor.
Hasil analisis menunjukkan bahwa terdapat faktor-faktor yang mempengaruhi nilai faktor keamanan 2D dan 3D yaitu diantaranya nilai parameter tanah, perbedaan jarak kontur, dan tingkat kehalusan. Faktor-faktor tersebut memiliki pengaruh yang berbeda terhadap hasil model 2D dan 3D sehingga didapatkan rasio nilai faktor keamanan 3D dan 2D lereng alami Pasir Muncang sebesar 1.44. Adanya perbedaan nilai faktor keamanan 2D dan 3D ini mengharuskan adanya pertimbangan dalam pemilihan penggunaan analisis stabilitas lereng dalam bentuk 2D atau 3D.

The vast majority of slope stability analysis is performed in two dimensional 2D under the assumption of plane strain conditions, without much consideration to the impact of three dimensional 3D analysis. However, in slope stability analysis, especially natural slopes that have complexity of slope geometry, 3D modeling is required which can represent more realistic geometry of slope in third dimension.
This study presents finite element method for calculating the 2D and 3D factor of safety for ldquo Pasir Muncang rdquo natural slope. A comparison of different factor of safety in 2D and 3D analysis, and also verification of sensitivity in 2D and 3D models to several factor are presented.
The result of analysis indicate that there are factors that influence the difference of 2D and 3D factor of safety. These factors are soil parameters, contour spacing, and mesh coarseness which have different effects on the 2D and 3D model results. The ratio of 3D and 2D factor of safety differences on Pasir Muncang natural slope is 1.44. The existence of this difference in 2D and 3D factor of safety requires consideration in the use of two dimensional 2D or three dimensional 3D slope stability analysis.
"
Depok: Fakultas Teknik Universitas Indonesia, 2018
S-Pdf
UI - Skripsi Membership  Universitas Indonesia Library
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Johnson, Richard A.
America: Pearson Education International, 2007
519.5 JOH a
Buku Teks SO  Universitas Indonesia Library
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Hoboken, New Jersey: John Wiley & Sons, 2004
910.285 APP
Buku Teks SO  Universitas Indonesia Library
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Raykov, Tenko
New York: Routledge, Taylor & Francis Group, 2008
519.535 RAY i
Buku Teks SO  Universitas Indonesia Library
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Gerald, Curtis F.
Massachusetts: Addison-Wesley, 1994
519.4 GER a
Buku Teks SO  Universitas Indonesia Library
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Aubin, Jean-Pierre
New York: John Wiley & Sons, 1977
514.3 AUB a
Buku Teks SO  Universitas Indonesia Library
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Davis, Martin
New York: John Wiley & Sons, 1977
515 DAV a
Buku Teks SO  Universitas Indonesia Library
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