Stability theory of elastic rods:
This book treats stability problems of equilibrium states of elastic rods. Euler energy and dynamical methods of stability analysis are introduced and stability criteria for each method is developed. Stability analysis is accompanied by a number of classical conservative and non-conservative, two- a...
Gespeichert in:
1. Verfasser: | |
---|---|
Format: | Elektronisch E-Book |
Sprache: | English |
Veröffentlicht: |
Singapore
World Scientific Pub. Co.
c1997
|
Schriftenreihe: | Series on stability, vibration and control of systems. Series A
v. 1 |
Schlagworte: | |
Online-Zugang: | FHN01 Volltext |
Zusammenfassung: | This book treats stability problems of equilibrium states of elastic rods. Euler energy and dynamical methods of stability analysis are introduced and stability criteria for each method is developed. Stability analysis is accompanied by a number of classical conservative and non-conservative, two- and three-dimensional problems. Some problems are treated by all three methods. Many generalized versions of known problems are presented (heavy vertical rod, rotating rod, Greenhill's problem, Beck's column, Pfluger's rod, strongest column, etc.). The generalizations consist in using either a generalized form of constitutive equations or a more general form of loading, or both. Special attention is paid to the influence of shear stresses and axis compressibility on the value of the critical load. Variational methods are applied to obtain estimates of the critical load and maximal deflection in the post-critical state, in a selected number of examples |
Beschreibung: | xiii, 425 p. ill |
ISBN: | 9789812819673 |
Internformat
MARC
LEADER | 00000nmm a2200000zcb4500 | ||
---|---|---|---|
001 | BV044636734 | ||
003 | DE-604 | ||
005 | 00000000000000.0 | ||
007 | cr|uuu---uuuuu | ||
008 | 171120s1997 |||| o||u| ||||||eng d | ||
020 | |a 9789812819673 |9 978-981-281-967-3 | ||
024 | 7 | |a 10.1142/3402 |2 doi | |
035 | |a (ZDB-124-WOP)00004948 | ||
035 | |a (OCoLC)1012735314 | ||
035 | |a (DE-599)BVBBV044636734 | ||
040 | |a DE-604 |b ger |e aacr | ||
041 | 0 | |a eng | |
049 | |a DE-92 | ||
082 | 0 | |a 620.1/1232 |2 22 | |
100 | 1 | |a Atanackovic, Teodor M. |d 1945- |e Verfasser |4 aut | |
245 | 1 | 0 | |a Stability theory of elastic rods |c Teodor M. Atanackovic |
264 | 1 | |a Singapore |b World Scientific Pub. Co. |c c1997 | |
300 | |a xiii, 425 p. |b ill | ||
336 | |b txt |2 rdacontent | ||
337 | |b c |2 rdamedia | ||
338 | |b cr |2 rdacarrier | ||
490 | 0 | |a Series on stability, vibration and control of systems. Series A |v v. 1 | |
520 | |a This book treats stability problems of equilibrium states of elastic rods. Euler energy and dynamical methods of stability analysis are introduced and stability criteria for each method is developed. Stability analysis is accompanied by a number of classical conservative and non-conservative, two- and three-dimensional problems. Some problems are treated by all three methods. Many generalized versions of known problems are presented (heavy vertical rod, rotating rod, Greenhill's problem, Beck's column, Pfluger's rod, strongest column, etc.). The generalizations consist in using either a generalized form of constitutive equations or a more general form of loading, or both. Special attention is paid to the influence of shear stresses and axis compressibility on the value of the critical load. Variational methods are applied to obtain estimates of the critical load and maximal deflection in the post-critical state, in a selected number of examples | ||
650 | 4 | |a Bars (Engineering) | |
650 | 4 | |a Elastic analysis (Engineering) | |
650 | 4 | |a Structural stability | |
776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe |z 9789810230548 |
776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe |z 9810230540 |
856 | 4 | 0 | |u http://www.worldscientific.com/worldscibooks/10.1142/3402#t=toc |x Verlag |z URL des Erstveroeffentlichers |3 Volltext |
912 | |a ZDB-124-WOP | ||
999 | |a oai:aleph.bib-bvb.de:BVB01-030034707 | ||
966 | e | |u http://www.worldscientific.com/worldscibooks/10.1142/3402#t=toc |l FHN01 |p ZDB-124-WOP |q FHN_PDA_WOP |x Verlag |3 Volltext |
Datensatz im Suchindex
_version_ | 1804178051400990720 |
---|---|
any_adam_object | |
author | Atanackovic, Teodor M. 1945- |
author_facet | Atanackovic, Teodor M. 1945- |
author_role | aut |
author_sort | Atanackovic, Teodor M. 1945- |
author_variant | t m a tm tma |
building | Verbundindex |
bvnumber | BV044636734 |
collection | ZDB-124-WOP |
ctrlnum | (ZDB-124-WOP)00004948 (OCoLC)1012735314 (DE-599)BVBBV044636734 |
dewey-full | 620.1/1232 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 620 - Engineering and allied operations |
dewey-raw | 620.1/1232 |
dewey-search | 620.1/1232 |
dewey-sort | 3620.1 41232 |
dewey-tens | 620 - Engineering and allied operations |
format | Electronic eBook |
fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02446nmm a2200409zcb4500</leader><controlfield tag="001">BV044636734</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">171120s1997 |||| o||u| ||||||eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9789812819673</subfield><subfield code="9">978-981-281-967-3</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1142/3402</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ZDB-124-WOP)00004948</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)1012735314</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV044636734</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-92</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">620.1/1232</subfield><subfield code="2">22</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Atanackovic, Teodor M.</subfield><subfield code="d">1945-</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Stability theory of elastic rods</subfield><subfield code="c">Teodor M. Atanackovic</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Singapore</subfield><subfield code="b">World Scientific Pub. Co.</subfield><subfield code="c">c1997</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">xiii, 425 p.</subfield><subfield code="b">ill</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">Series on stability, vibration and control of systems. Series A</subfield><subfield code="v">v. 1</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This book treats stability problems of equilibrium states of elastic rods. Euler energy and dynamical methods of stability analysis are introduced and stability criteria for each method is developed. Stability analysis is accompanied by a number of classical conservative and non-conservative, two- and three-dimensional problems. Some problems are treated by all three methods. Many generalized versions of known problems are presented (heavy vertical rod, rotating rod, Greenhill's problem, Beck's column, Pfluger's rod, strongest column, etc.). The generalizations consist in using either a generalized form of constitutive equations or a more general form of loading, or both. Special attention is paid to the influence of shear stresses and axis compressibility on the value of the critical load. Variational methods are applied to obtain estimates of the critical load and maximal deflection in the post-critical state, in a selected number of examples</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Bars (Engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Elastic analysis (Engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural stability</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">9789810230548</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">9810230540</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.worldscientific.com/worldscibooks/10.1142/3402#t=toc</subfield><subfield code="x">Verlag</subfield><subfield code="z">URL des Erstveroeffentlichers</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-124-WOP</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-030034707</subfield></datafield><datafield tag="966" ind1="e" ind2=" "><subfield code="u">http://www.worldscientific.com/worldscibooks/10.1142/3402#t=toc</subfield><subfield code="l">FHN01</subfield><subfield code="p">ZDB-124-WOP</subfield><subfield code="q">FHN_PDA_WOP</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield></record></collection> |
id | DE-604.BV044636734 |
illustrated | Not Illustrated |
indexdate | 2024-07-10T07:57:49Z |
institution | BVB |
isbn | 9789812819673 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030034707 |
oclc_num | 1012735314 |
open_access_boolean | |
owner | DE-92 |
owner_facet | DE-92 |
physical | xiii, 425 p. ill |
psigel | ZDB-124-WOP ZDB-124-WOP FHN_PDA_WOP |
publishDate | 1997 |
publishDateSearch | 1997 |
publishDateSort | 1997 |
publisher | World Scientific Pub. Co. |
record_format | marc |
series2 | Series on stability, vibration and control of systems. Series A |
spelling | Atanackovic, Teodor M. 1945- Verfasser aut Stability theory of elastic rods Teodor M. Atanackovic Singapore World Scientific Pub. Co. c1997 xiii, 425 p. ill txt rdacontent c rdamedia cr rdacarrier Series on stability, vibration and control of systems. Series A v. 1 This book treats stability problems of equilibrium states of elastic rods. Euler energy and dynamical methods of stability analysis are introduced and stability criteria for each method is developed. Stability analysis is accompanied by a number of classical conservative and non-conservative, two- and three-dimensional problems. Some problems are treated by all three methods. Many generalized versions of known problems are presented (heavy vertical rod, rotating rod, Greenhill's problem, Beck's column, Pfluger's rod, strongest column, etc.). The generalizations consist in using either a generalized form of constitutive equations or a more general form of loading, or both. Special attention is paid to the influence of shear stresses and axis compressibility on the value of the critical load. Variational methods are applied to obtain estimates of the critical load and maximal deflection in the post-critical state, in a selected number of examples Bars (Engineering) Elastic analysis (Engineering) Structural stability Erscheint auch als Druck-Ausgabe 9789810230548 Erscheint auch als Druck-Ausgabe 9810230540 http://www.worldscientific.com/worldscibooks/10.1142/3402#t=toc Verlag URL des Erstveroeffentlichers Volltext |
spellingShingle | Atanackovic, Teodor M. 1945- Stability theory of elastic rods Bars (Engineering) Elastic analysis (Engineering) Structural stability |
title | Stability theory of elastic rods |
title_auth | Stability theory of elastic rods |
title_exact_search | Stability theory of elastic rods |
title_full | Stability theory of elastic rods Teodor M. Atanackovic |
title_fullStr | Stability theory of elastic rods Teodor M. Atanackovic |
title_full_unstemmed | Stability theory of elastic rods Teodor M. Atanackovic |
title_short | Stability theory of elastic rods |
title_sort | stability theory of elastic rods |
topic | Bars (Engineering) Elastic analysis (Engineering) Structural stability |
topic_facet | Bars (Engineering) Elastic analysis (Engineering) Structural stability |
url | http://www.worldscientific.com/worldscibooks/10.1142/3402#t=toc |
work_keys_str_mv | AT atanackovicteodorm stabilitytheoryofelasticrods |