Nonsmooth Boundary Value Problems in Theory of Rods, Plates, and Shells
We study the stability of elastic systems with one-sided constraints on displacements. We analytically solve the contact problem for rods and propose a new method for solving contact problems with a free boundary. We present numerical results concerning the stability of elastic systems with one-side...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Tarasov, V. N. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Science+Business Media New York 2015 |
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| Übergeordnetes Werk: |
Enthalten in: Journal of mathematical sciences - Springer US, 1994, 205(2015), 2 vom: 20. Jan., Seite 308-334 |
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| Übergeordnetes Werk: |
volume:205 ; year:2015 ; number:2 ; day:20 ; month:01 ; pages:308-334 |
| Links: |
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| DOI / URN: |
10.1007/s10958-015-2250-7 |
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OLC2030819379 |
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| 520 | |a We study the stability of elastic systems with one-sided constraints on displacements. We analytically solve the contact problem for rods and propose a new method for solving contact problems with a free boundary. We present numerical results concerning the stability of elastic systems with one-sided constraints on displacements. Bibliography: 10 titles. | ||
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We study the stability of elastic systems with one-sided constraints on displacements. We analytically solve the contact problem for rods and propose a new method for solving contact problems with a free boundary. We present numerical results concerning the stability of elastic systems with one-sided constraints on displacements. Bibliography: 10 titles. © Springer Science+Business Media New York 2015 |
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We study the stability of elastic systems with one-sided constraints on displacements. We analytically solve the contact problem for rods and propose a new method for solving contact problems with a free boundary. We present numerical results concerning the stability of elastic systems with one-sided constraints on displacements. Bibliography: 10 titles. © Springer Science+Business Media New York 2015 |
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We study the stability of elastic systems with one-sided constraints on displacements. We analytically solve the contact problem for rods and propose a new method for solving contact problems with a free boundary. We present numerical results concerning the stability of elastic systems with one-sided constraints on displacements. Bibliography: 10 titles. © Springer Science+Business Media New York 2015 |
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N.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Nonsmooth Boundary Value Problems in Theory of Rods, Plates, and Shells</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2015</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer Science+Business Media New York 2015</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">We study the stability of elastic systems with one-sided constraints on displacements. We analytically solve the contact problem for rods and propose a new method for solving contact problems with a free boundary. We present numerical results concerning the stability of elastic systems with one-sided constraints on displacements. Bibliography: 10 titles.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Contact Problem</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Nontrivial Solution</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Elastic System</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Critical Force</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Free Boundary Condition</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of mathematical sciences</subfield><subfield code="d">Springer US, 1994</subfield><subfield code="g">205(2015), 2 vom: 20. Jan., Seite 308-334</subfield><subfield code="w">(DE-627)18219762X</subfield><subfield code="w">(DE-600)1185490-X</subfield><subfield code="w">(DE-576)038888130</subfield><subfield code="x">1072-3374</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:205</subfield><subfield code="g">year:2015</subfield><subfield code="g">number:2</subfield><subfield code="g">day:20</subfield><subfield code="g">month:01</subfield><subfield code="g">pages:308-334</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s10958-015-2250-7</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">31.00</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">205</subfield><subfield code="j">2015</subfield><subfield code="e">2</subfield><subfield code="b">20</subfield><subfield code="c">01</subfield><subfield code="h">308-334</subfield></datafield></record></collection>
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