Zobrazeno 1 - 10
of 29
pro vyhledávání: '"R. H. Gallagher"'
Publikováno v:
International Journal for Numerical Methods in Engineering. 37:2151-2158
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ce3131e66153b96c7a135059bcb3830
https://doi.org/10.1002/nme.1620371302
https://doi.org/10.1002/nme.1620371302
Publikováno v:
Computational Mechanics ’95 ISBN: 9783642796562
The assumed stress function finite element method (ASFFEM) theoretical formulation is recast as a variant of the method of weighted residuals for the solution of partial differential equations (PDEs). As such, the method is seen as a generic techniqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d37dfaf0a29a4e37be48e02412306cd
https://doi.org/10.1007/978-3-642-79654-8_256
https://doi.org/10.1007/978-3-642-79654-8_256
Autor:
R. H. Gallagher
Publikováno v:
Computational Mechanics ’95 ISBN: 9783642796562
There are many who regard the finite element method as a new and innovative approach to engineering analysis. Yet, the method has now been in bloom for over forty years. As practiced today, the method took shape between about 1955 and 1965. This was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5727279705abeb3a5f7e21438f72acf
https://doi.org/10.1007/978-3-642-79654-8_1
https://doi.org/10.1007/978-3-642-79654-8_1
Autor:
R. H. Gallagher
Publikováno v:
The finite element method in the 1990’s ISBN: 9783662103289
Olgierd Zienkiewicz’s career is remarkable in its own right, in terms of the wealth of contributions he has made to an astonishing variety of scientific fields. It is still more remarkable when one reflects on the continually expanding output and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df1840f486e89461de429bf141250590
https://doi.org/10.1007/978-3-662-10326-5_49
https://doi.org/10.1007/978-3-662-10326-5_49
Autor:
R. H. Gallagher
Publikováno v:
International Journal for Numerical Methods in Engineering. 32:215-215
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::396528a32cd1eb40300725fb3fe09374
https://doi.org/10.1002/nme.1620320115
https://doi.org/10.1002/nme.1620320115
Publikováno v:
AIAA Journal. 29:1025b-1025b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0bb39386aad0083c5ea356fb3f6c057
https://doi.org/10.2514/3.59949
https://doi.org/10.2514/3.59949
Autor:
S. Sridhara Murthy, R. H. Gallagher
Publikováno v:
Communications in Applied Numerical Methods. 3:83-88
A new curved triangular thin-shell finite element, based on nonconforming displacement fields, has demonstrated its effectiveness in a variety of numerical examples.8 The patch test is applied to that element in the present paper. The element formula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dde810ceab639ed66f3d4843874817f1
https://doi.org/10.1002/cnm.1630030202
https://doi.org/10.1002/cnm.1630030202
Autor:
R H Gallagher
Publikováno v:
Finite Elements in Analysis and Design. 2:99-117
The structural design process by use of computers has come to mean an integration of graphics, in the form of computer aided design (CAD) and modern analysis, usually in the finite element method (FEM). Although these have achieved a high degree of s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::605748be8c2e879754abc6f374280aec
https://doi.org/10.1016/0168-874x(86)90011-9
https://doi.org/10.1016/0168-874x(86)90011-9
Publikováno v:
Ingenieur-Archiv. 47:391-410
Nach der Formulierung des Deformations- und des Stabilitatsproblems auf der Grundlage ursprunglich nicht-konformer, dreiecksformiger, gekrummter finiter Elemente wird zunachst das Deformationsproblem fur eine ausgefuhrte Kuhlturmschale numerisch gelo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24bf914f9f33232d3acdbaafdda3779a
https://doi.org/10.1007/bf00538360
https://doi.org/10.1007/bf00538360
Autor:
S S Murthy, R. H. Gallagher
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 54:197-222
A three-node, curved thin-shell triangular element with simple nodal connections is developed. The displacement and rotation components are independently interpolated by complete cubic and quadratic polynomials respectively. The Kirchhoff hypothesis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8aa61ba2efcb542d0681da7ec2f97b0
https://doi.org/10.1016/0045-7825(86)90126-x
https://doi.org/10.1016/0045-7825(86)90126-x