Discretization Methods in Structural Mechanics: IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989
Gespeichert in:
1. Verfasser: | |
---|---|
Format: | Elektronisch E-Book |
Sprache: | English |
Veröffentlicht: |
Berlin, Heidelberg
Springer Berlin Heidelberg
1990
|
Schriftenreihe: | International Union of Theoretical and Applied Mechanics, International Association for Computational Mechanics
|
Schlagworte: | |
Online-Zugang: | Volltext |
Beschreibung: | The advent of the digital computer has given great impetus to the development of modern discretization methods in structural mechanics. The young history of the finite element method (FEM) reflects the dramatic increase of computing speed and storage capacity within a relatively short period of time. The history of the boundary element method (BEM) is still younger. Presently, intense scientific efforts aimed at extending the range of application of the BEM can be observed. More than 10 years ago, O.C. Zienkiewicz and his co-workers published the first papers on the coupling of FE and BE discretizations of subregions of solids for the purpose of exploiting the complementary advantages of the two discretization methods and reducing their disadvantages. The FEM has revolutionized structural analysis in industry as well as academia. The BEM has a fair share in the continuation of this revolution. Both discretization methods have become a domain of vigorous, world-wide research activities. The rapid increase of the number of specialized journals and scientific meetings indicates the remarkable increase of research efforts in this important subdolll.ain of computational ulechanics. Several discussions of this situation in the Committee for Discretization Methods ill Solid Mechanics of the Society for Applied Mathematics and Mechanics (GAMM) resulted in the plan to submit a proposal to the General Assembly of the International Union of Theoretical and Applied Mechanics (IUTAM) to sponsor a pertinent IUTAM Symposium |
Beschreibung: | 1 Online-Ressource (XXVIII, 436p. 180 illus) |
ISBN: | 9783642493737 9783642493751 |
DOI: | 10.1007/978-3-642-49373-7 |
Internformat
MARC
LEADER | 00000nmm a2200000zc 4500 | ||
---|---|---|---|
001 | BV042413196 | ||
003 | DE-604 | ||
005 | 00000000000000.0 | ||
007 | cr|uuu---uuuuu | ||
008 | 150316s1990 |||| o||u| ||||||eng d | ||
020 | |a 9783642493737 |c Online |9 978-3-642-49373-7 | ||
020 | |a 9783642493751 |c Print |9 978-3-642-49375-1 | ||
024 | 7 | |a 10.1007/978-3-642-49373-7 |2 doi | |
035 | |a (OCoLC)863983172 | ||
035 | |a (DE-599)BVBBV042413196 | ||
040 | |a DE-604 |b ger |e aacr | ||
041 | 0 | |a eng | |
049 | |a DE-91 |a DE-83 | ||
082 | 0 | |a 624 |2 23 | |
084 | |a PHY 000 |2 stub | ||
100 | 1 | |a Kuhn, Günther |e Verfasser |4 aut | |
245 | 1 | 0 | |a Discretization Methods in Structural Mechanics |b IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 |c edited by Günther Kuhn, Herbert Mang |
264 | 1 | |a Berlin, Heidelberg |b Springer Berlin Heidelberg |c 1990 | |
300 | |a 1 Online-Ressource (XXVIII, 436p. 180 illus) | ||
336 | |b txt |2 rdacontent | ||
337 | |b c |2 rdamedia | ||
338 | |b cr |2 rdacarrier | ||
490 | 0 | |a International Union of Theoretical and Applied Mechanics, International Association for Computational Mechanics | |
500 | |a The advent of the digital computer has given great impetus to the development of modern discretization methods in structural mechanics. The young history of the finite element method (FEM) reflects the dramatic increase of computing speed and storage capacity within a relatively short period of time. The history of the boundary element method (BEM) is still younger. Presently, intense scientific efforts aimed at extending the range of application of the BEM can be observed. More than 10 years ago, O.C. Zienkiewicz and his co-workers published the first papers on the coupling of FE and BE discretizations of subregions of solids for the purpose of exploiting the complementary advantages of the two discretization methods and reducing their disadvantages. The FEM has revolutionized structural analysis in industry as well as academia. The BEM has a fair share in the continuation of this revolution. Both discretization methods have become a domain of vigorous, world-wide research activities. The rapid increase of the number of specialized journals and scientific meetings indicates the remarkable increase of research efforts in this important subdolll.ain of computational ulechanics. Several discussions of this situation in the Committee for Discretization Methods ill Solid Mechanics of the Society for Applied Mathematics and Mechanics (GAMM) resulted in the plan to submit a proposal to the General Assembly of the International Union of Theoretical and Applied Mechanics (IUTAM) to sponsor a pertinent IUTAM Symposium | ||
650 | 4 | |a Engineering | |
650 | 4 | |a Mechanics | |
650 | 4 | |a Civil engineering | |
650 | 4 | |a Civil Engineering | |
650 | 4 | |a Ingenieurwissenschaften | |
650 | 0 | 7 | |a Finite-Elemente-Methode |0 (DE-588)4017233-8 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Randelemente-Methode |0 (DE-588)4076508-8 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Diskretisierung |0 (DE-588)4012469-1 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Strukturmechanik |0 (DE-588)4126904-4 |2 gnd |9 rswk-swf |
655 | 7 | |8 1\p |0 (DE-588)1071861417 |a Konferenzschrift |y 1989 |z Wien |2 gnd-content | |
689 | 0 | 0 | |a Strukturmechanik |0 (DE-588)4126904-4 |D s |
689 | 0 | 1 | |a Randelemente-Methode |0 (DE-588)4076508-8 |D s |
689 | 0 | |8 2\p |5 DE-604 | |
689 | 1 | 0 | |a Strukturmechanik |0 (DE-588)4126904-4 |D s |
689 | 1 | 1 | |a Finite-Elemente-Methode |0 (DE-588)4017233-8 |D s |
689 | 1 | |8 3\p |5 DE-604 | |
689 | 2 | 0 | |a Diskretisierung |0 (DE-588)4012469-1 |D s |
689 | 2 | 1 | |a Strukturmechanik |0 (DE-588)4126904-4 |D s |
689 | 2 | |8 4\p |5 DE-604 | |
700 | 1 | |a Mang, Herbert |e Sonstige |4 oth | |
856 | 4 | 0 | |u https://doi.org/10.1007/978-3-642-49373-7 |x Verlag |3 Volltext |
912 | |a ZDB-2-PHA |a ZDB-2-BAE | ||
940 | 1 | |q ZDB-2-PHA_Archive | |
999 | |a oai:aleph.bib-bvb.de:BVB01-027848689 | ||
883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
883 | 1 | |8 2\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
883 | 1 | |8 3\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
883 | 1 | |8 4\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk |
Datensatz im Suchindex
_version_ | 1804153077122465792 |
---|---|
any_adam_object | |
author | Kuhn, Günther |
author_facet | Kuhn, Günther |
author_role | aut |
author_sort | Kuhn, Günther |
author_variant | g k gk |
building | Verbundindex |
bvnumber | BV042413196 |
classification_tum | PHY 000 |
collection | ZDB-2-PHA ZDB-2-BAE |
ctrlnum | (OCoLC)863983172 (DE-599)BVBBV042413196 |
dewey-full | 624 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 624 - Civil engineering |
dewey-raw | 624 |
dewey-search | 624 |
dewey-sort | 3624 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Physik Bauingenieurwesen |
doi_str_mv | 10.1007/978-3-642-49373-7 |
format | Electronic eBook |
fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>04184nmm a2200649zc 4500</leader><controlfield tag="001">BV042413196</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">150316s1990 |||| o||u| ||||||eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783642493737</subfield><subfield code="c">Online</subfield><subfield code="9">978-3-642-49373-7</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783642493751</subfield><subfield code="c">Print</subfield><subfield code="9">978-3-642-49375-1</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/978-3-642-49373-7</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)863983172</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV042413196</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">aacr</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-91</subfield><subfield code="a">DE-83</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624</subfield><subfield code="2">23</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">PHY 000</subfield><subfield code="2">stub</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Kuhn, Günther</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Discretization Methods in Structural Mechanics</subfield><subfield code="b">IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989</subfield><subfield code="c">edited by Günther Kuhn, Herbert Mang</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Berlin, Heidelberg</subfield><subfield code="b">Springer Berlin Heidelberg</subfield><subfield code="c">1990</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 Online-Ressource (XXVIII, 436p. 180 illus)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="0" ind2=" "><subfield code="a">International Union of Theoretical and Applied Mechanics, International Association for Computational Mechanics</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">The advent of the digital computer has given great impetus to the development of modern discretization methods in structural mechanics. The young history of the finite element method (FEM) reflects the dramatic increase of computing speed and storage capacity within a relatively short period of time. The history of the boundary element method (BEM) is still younger. Presently, intense scientific efforts aimed at extending the range of application of the BEM can be observed. More than 10 years ago, O.C. Zienkiewicz and his co-workers published the first papers on the coupling of FE and BE discretizations of subregions of solids for the purpose of exploiting the complementary advantages of the two discretization methods and reducing their disadvantages. The FEM has revolutionized structural analysis in industry as well as academia. The BEM has a fair share in the continuation of this revolution. Both discretization methods have become a domain of vigorous, world-wide research activities. The rapid increase of the number of specialized journals and scientific meetings indicates the remarkable increase of research efforts in this important subdolll.ain of computational ulechanics. Several discussions of this situation in the Committee for Discretization Methods ill Solid Mechanics of the Society for Applied Mathematics and Mechanics (GAMM) resulted in the plan to submit a proposal to the General Assembly of the International Union of Theoretical and Applied Mechanics (IUTAM) to sponsor a pertinent IUTAM Symposium</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mechanics</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Civil engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Civil Engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ingenieurwissenschaften</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Finite-Elemente-Methode</subfield><subfield code="0">(DE-588)4017233-8</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Randelemente-Methode</subfield><subfield code="0">(DE-588)4076508-8</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Diskretisierung</subfield><subfield code="0">(DE-588)4012469-1</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Strukturmechanik</subfield><subfield code="0">(DE-588)4126904-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="655" ind1=" " ind2="7"><subfield code="8">1\p</subfield><subfield code="0">(DE-588)1071861417</subfield><subfield code="a">Konferenzschrift</subfield><subfield code="y">1989</subfield><subfield code="z">Wien</subfield><subfield code="2">gnd-content</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Strukturmechanik</subfield><subfield code="0">(DE-588)4126904-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Randelemente-Methode</subfield><subfield code="0">(DE-588)4076508-8</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="8">2\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="1" ind2="0"><subfield code="a">Strukturmechanik</subfield><subfield code="0">(DE-588)4126904-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="1"><subfield code="a">Finite-Elemente-Methode</subfield><subfield code="0">(DE-588)4017233-8</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2=" "><subfield code="8">3\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="2" ind2="0"><subfield code="a">Diskretisierung</subfield><subfield code="0">(DE-588)4012469-1</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2="1"><subfield code="a">Strukturmechanik</subfield><subfield code="0">(DE-588)4126904-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2=" "><subfield code="8">4\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mang, Herbert</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1007/978-3-642-49373-7</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-2-PHA</subfield><subfield code="a">ZDB-2-BAE</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">ZDB-2-PHA_Archive</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-027848689</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">1\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">2\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">3\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">4\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield></record></collection> |
genre | 1\p (DE-588)1071861417 Konferenzschrift 1989 Wien gnd-content |
genre_facet | Konferenzschrift 1989 Wien |
id | DE-604.BV042413196 |
illustrated | Not Illustrated |
indexdate | 2024-07-10T01:20:52Z |
institution | BVB |
isbn | 9783642493737 9783642493751 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-027848689 |
oclc_num | 863983172 |
open_access_boolean | |
owner | DE-91 DE-BY-TUM DE-83 |
owner_facet | DE-91 DE-BY-TUM DE-83 |
physical | 1 Online-Ressource (XXVIII, 436p. 180 illus) |
psigel | ZDB-2-PHA ZDB-2-BAE ZDB-2-PHA_Archive |
publishDate | 1990 |
publishDateSearch | 1990 |
publishDateSort | 1990 |
publisher | Springer Berlin Heidelberg |
record_format | marc |
series2 | International Union of Theoretical and Applied Mechanics, International Association for Computational Mechanics |
spelling | Kuhn, Günther Verfasser aut Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 edited by Günther Kuhn, Herbert Mang Berlin, Heidelberg Springer Berlin Heidelberg 1990 1 Online-Ressource (XXVIII, 436p. 180 illus) txt rdacontent c rdamedia cr rdacarrier International Union of Theoretical and Applied Mechanics, International Association for Computational Mechanics The advent of the digital computer has given great impetus to the development of modern discretization methods in structural mechanics. The young history of the finite element method (FEM) reflects the dramatic increase of computing speed and storage capacity within a relatively short period of time. The history of the boundary element method (BEM) is still younger. Presently, intense scientific efforts aimed at extending the range of application of the BEM can be observed. More than 10 years ago, O.C. Zienkiewicz and his co-workers published the first papers on the coupling of FE and BE discretizations of subregions of solids for the purpose of exploiting the complementary advantages of the two discretization methods and reducing their disadvantages. The FEM has revolutionized structural analysis in industry as well as academia. The BEM has a fair share in the continuation of this revolution. Both discretization methods have become a domain of vigorous, world-wide research activities. The rapid increase of the number of specialized journals and scientific meetings indicates the remarkable increase of research efforts in this important subdolll.ain of computational ulechanics. Several discussions of this situation in the Committee for Discretization Methods ill Solid Mechanics of the Society for Applied Mathematics and Mechanics (GAMM) resulted in the plan to submit a proposal to the General Assembly of the International Union of Theoretical and Applied Mechanics (IUTAM) to sponsor a pertinent IUTAM Symposium Engineering Mechanics Civil engineering Civil Engineering Ingenieurwissenschaften Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf Randelemente-Methode (DE-588)4076508-8 gnd rswk-swf Diskretisierung (DE-588)4012469-1 gnd rswk-swf Strukturmechanik (DE-588)4126904-4 gnd rswk-swf 1\p (DE-588)1071861417 Konferenzschrift 1989 Wien gnd-content Strukturmechanik (DE-588)4126904-4 s Randelemente-Methode (DE-588)4076508-8 s 2\p DE-604 Finite-Elemente-Methode (DE-588)4017233-8 s 3\p DE-604 Diskretisierung (DE-588)4012469-1 s 4\p DE-604 Mang, Herbert Sonstige oth https://doi.org/10.1007/978-3-642-49373-7 Verlag Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 3\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 4\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
spellingShingle | Kuhn, Günther Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 Engineering Mechanics Civil engineering Civil Engineering Ingenieurwissenschaften Finite-Elemente-Methode (DE-588)4017233-8 gnd Randelemente-Methode (DE-588)4076508-8 gnd Diskretisierung (DE-588)4012469-1 gnd Strukturmechanik (DE-588)4126904-4 gnd |
subject_GND | (DE-588)4017233-8 (DE-588)4076508-8 (DE-588)4012469-1 (DE-588)4126904-4 (DE-588)1071861417 |
title | Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 |
title_auth | Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 |
title_exact_search | Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 |
title_full | Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 edited by Günther Kuhn, Herbert Mang |
title_fullStr | Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 edited by Günther Kuhn, Herbert Mang |
title_full_unstemmed | Discretization Methods in Structural Mechanics IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 edited by Günther Kuhn, Herbert Mang |
title_short | Discretization Methods in Structural Mechanics |
title_sort | discretization methods in structural mechanics iutam iacm symposium vienna austria 5 9 6 1989 |
title_sub | IUTAM/IACM Symposium Vienna/Austria, 5.–9.6.1989 |
topic | Engineering Mechanics Civil engineering Civil Engineering Ingenieurwissenschaften Finite-Elemente-Methode (DE-588)4017233-8 gnd Randelemente-Methode (DE-588)4076508-8 gnd Diskretisierung (DE-588)4012469-1 gnd Strukturmechanik (DE-588)4126904-4 gnd |
topic_facet | Engineering Mechanics Civil engineering Civil Engineering Ingenieurwissenschaften Finite-Elemente-Methode Randelemente-Methode Diskretisierung Strukturmechanik Konferenzschrift 1989 Wien |
url | https://doi.org/10.1007/978-3-642-49373-7 |
work_keys_str_mv | AT kuhngunther discretizationmethodsinstructuralmechanicsiutamiacmsymposiumviennaaustria5961989 AT mangherbert discretizationmethodsinstructuralmechanicsiutamiacmsymposiumviennaaustria5961989 |