• Refine Query
  • Source
  • Publication year
  • to
  • Language
  • 3194
  • 1254
  • 403
  • 396
  • 378
  • 87
  • 70
  • 61
  • 52
  • 52
  • 52
  • 52
  • 52
  • 52
  • 40
  • Tagged with
  • 7420
  • 7420
  • 4216
  • 2445
  • 1689
  • 1246
  • 1241
  • 804
  • 774
  • 738
  • 629
  • 613
  • 593
  • 568
  • 510
  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
61

Evaluation of displacements and stresses in horizontally curved beams /

Kim, Dongjoo, January 2005 (has links)
Thesis (Ph. D.)--Lehigh University, 2006. / Includes vita. Includes bibliographical references (leaves 327-334).
62

Integration of hp-adaptivity with a two grid solver applications to electromagnetics /

Pardo, David, Demkowicz, Leszek, January 2004 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2004. / Supervisor: L.F. Demkowicz. Vita. Includes bibliographical references.
63

Development of an integrated approach combining artificial neural network material based on modeling with finite element analysis of forming processes

Kessler, Brian Scott, January 2005 (has links)
Thesis (Ph. D.)--University of Missouri-Columbia, 2005. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (May 24, 2006) Vita. Includes bibliographical references.
64

Finite element simulation of thick sheet thermoforming /

Mercier, Daniel, January 2006 (has links)
Thesis (Ph. D.)--Lehigh University, 2006. / Includes vita. Includes bibliographical references (leaves 191-197).
65

Elementos finitos simples de placa

MATTAR NETO, MIGUEL 09 October 2014 (has links)
Made available in DSpace on 2014-10-09T12:36:47Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T13:57:33Z (GMT). No. of bitstreams: 1 04284.pdf: 1503589 bytes, checksum: 2edbafe6bd5d8ce87342f894ae47bd43 (MD5) / Tese (Doutoramento) / IPEN/T / Escola Politecnica, Universidade de Sao Paulo - POLI/USP
66

Elementos finitos simples de placa

MATTAR NETO, MIGUEL 09 October 2014 (has links)
Made available in DSpace on 2014-10-09T12:36:47Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T13:57:33Z (GMT). No. of bitstreams: 1 04284.pdf: 1503589 bytes, checksum: 2edbafe6bd5d8ce87342f894ae47bd43 (MD5) / Tese (Doutoramento) / IPEN/T / Escola Politecnica, Universidade de Sao Paulo - POLI/USP
67

Some research on mixed finite element methods

Cheng, Xiao Liang 01 January 1995 (has links)
No description available.
68

Engineering analysis of cracked bodies using J-integral methods

Dagbasi, Mustafa January 1988 (has links)
No description available.
69

Effects of modeling methods on the finite element analysis results of orthodontic applications

Liu, Yanzhi January 2017 (has links)
Indiana University-Purdue University Indianapolis (IUPUI)
70

Modeling and Analysis of Prototype Shelter Structure on Abaqus

Rao, Noraiz 08 1900 (has links)
Due to the constraint of high costs and limitations of load conditions, experimental testing is not appropriate for the static study of shelter structures. Comparatively, an effective computational modeling and numerical solution demonstrates significant advantages for understanding the response of steel shelter structures. This study gives an insight into the structural integrity of the prototype shelter structure which is examined using computer simulation of the shelter structure on Abaqus/CAE 2019. The results of the computer modelling demonstrate the response of shelter structure under ten different loading conditions as per ISO 1496:2013 (E). The loading conditions are applied to various components of the shelter structure and corresponding deflection are observed.

Page generated in 0.0968 seconds