On the accuracy of various large axial displacement formulae for crooked columns
Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by compari...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Mallis, J. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1988 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer-Verlag 1989 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Computational mechanics - Springer-Verlag, 1986, 4(1988), 1 vom: Nov., Seite 47-58 |
|---|---|
| Übergeordnetes Werk: |
volume:4 ; year:1988 ; number:1 ; month:11 ; pages:47-58 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF00285782 |
|---|
| Katalog-ID: |
OLC2054900745 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2054900745 | ||
| 003 | DE-627 | ||
| 005 | 20230502104154.0 | ||
| 007 | tu | ||
| 008 | 200819s1988 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/BF00285782 |2 doi | |
| 035 | |a (DE-627)OLC2054900745 | ||
| 035 | |a (DE-He213)BF00285782-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 530 |a 004 |q VZ |
| 084 | |a 11 |2 ssgn | ||
| 100 | 1 | |a Mallis, J. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a On the accuracy of various large axial displacement formulae for crooked columns |
| 264 | 1 | |c 1988 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 500 | |a © Springer-Verlag 1989 | ||
| 520 | |a Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. | ||
| 650 | 4 | |a Information Theory | |
| 650 | 4 | |a Compressibility | |
| 650 | 4 | |a Structural Design | |
| 650 | 4 | |a Important Conclusion | |
| 650 | 4 | |a Compressive Force | |
| 700 | 1 | |a Kounadis, A. N. |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Computational mechanics |d Springer-Verlag, 1986 |g 4(1988), 1 vom: Nov., Seite 47-58 |w (DE-627)130635170 |w (DE-600)799787-5 |w (DE-576)016140648 |x 0178-7675 |7 nnns |
| 773 | 1 | 8 | |g volume:4 |g year:1988 |g number:1 |g month:11 |g pages:47-58 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/BF00285782 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a SSG-OLC-PHY | ||
| 912 | |a SSG-OLC-MAT | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_30 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_267 | ||
| 912 | |a GBV_ILN_2012 | ||
| 912 | |a GBV_ILN_2016 | ||
| 912 | |a GBV_ILN_2018 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4103 | ||
| 912 | |a GBV_ILN_4307 | ||
| 912 | |a GBV_ILN_4313 | ||
| 951 | |a AR | ||
| 952 | |d 4 |j 1988 |e 1 |c 11 |h 47-58 | ||
| author_variant |
j m jm a n k an ank |
|---|---|
| matchkey_str |
article:01787675:1988----::nhacrcovrosagailipaeetoml |
| hierarchy_sort_str |
1988 |
| publishDate |
1988 |
| allfields |
10.1007/BF00285782 doi (DE-627)OLC2054900745 (DE-He213)BF00285782-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Mallis, J. verfasserin aut On the accuracy of various large axial displacement formulae for crooked columns 1988 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1989 Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. Information Theory Compressibility Structural Design Important Conclusion Compressive Force Kounadis, A. N. aut Enthalten in Computational mechanics Springer-Verlag, 1986 4(1988), 1 vom: Nov., Seite 47-58 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:4 year:1988 number:1 month:11 pages:47-58 https://doi.org/10.1007/BF00285782 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 4 1988 1 11 47-58 |
| spelling |
10.1007/BF00285782 doi (DE-627)OLC2054900745 (DE-He213)BF00285782-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Mallis, J. verfasserin aut On the accuracy of various large axial displacement formulae for crooked columns 1988 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1989 Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. Information Theory Compressibility Structural Design Important Conclusion Compressive Force Kounadis, A. N. aut Enthalten in Computational mechanics Springer-Verlag, 1986 4(1988), 1 vom: Nov., Seite 47-58 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:4 year:1988 number:1 month:11 pages:47-58 https://doi.org/10.1007/BF00285782 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 4 1988 1 11 47-58 |
| allfields_unstemmed |
10.1007/BF00285782 doi (DE-627)OLC2054900745 (DE-He213)BF00285782-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Mallis, J. verfasserin aut On the accuracy of various large axial displacement formulae for crooked columns 1988 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1989 Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. Information Theory Compressibility Structural Design Important Conclusion Compressive Force Kounadis, A. N. aut Enthalten in Computational mechanics Springer-Verlag, 1986 4(1988), 1 vom: Nov., Seite 47-58 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:4 year:1988 number:1 month:11 pages:47-58 https://doi.org/10.1007/BF00285782 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 4 1988 1 11 47-58 |
| allfieldsGer |
10.1007/BF00285782 doi (DE-627)OLC2054900745 (DE-He213)BF00285782-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Mallis, J. verfasserin aut On the accuracy of various large axial displacement formulae for crooked columns 1988 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1989 Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. Information Theory Compressibility Structural Design Important Conclusion Compressive Force Kounadis, A. N. aut Enthalten in Computational mechanics Springer-Verlag, 1986 4(1988), 1 vom: Nov., Seite 47-58 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:4 year:1988 number:1 month:11 pages:47-58 https://doi.org/10.1007/BF00285782 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 4 1988 1 11 47-58 |
| allfieldsSound |
10.1007/BF00285782 doi (DE-627)OLC2054900745 (DE-He213)BF00285782-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Mallis, J. verfasserin aut On the accuracy of various large axial displacement formulae for crooked columns 1988 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1989 Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. Information Theory Compressibility Structural Design Important Conclusion Compressive Force Kounadis, A. N. aut Enthalten in Computational mechanics Springer-Verlag, 1986 4(1988), 1 vom: Nov., Seite 47-58 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:4 year:1988 number:1 month:11 pages:47-58 https://doi.org/10.1007/BF00285782 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 4 1988 1 11 47-58 |
| language |
English |
| source |
Enthalten in Computational mechanics 4(1988), 1 vom: Nov., Seite 47-58 volume:4 year:1988 number:1 month:11 pages:47-58 |
| sourceStr |
Enthalten in Computational mechanics 4(1988), 1 vom: Nov., Seite 47-58 volume:4 year:1988 number:1 month:11 pages:47-58 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Information Theory Compressibility Structural Design Important Conclusion Compressive Force |
| dewey-raw |
530 |
| isfreeaccess_bool |
false |
| container_title |
Computational mechanics |
| authorswithroles_txt_mv |
Mallis, J. @@aut@@ Kounadis, A. N. @@aut@@ |
| publishDateDaySort_date |
1988-11-01T00:00:00Z |
| hierarchy_top_id |
130635170 |
| dewey-sort |
3530 |
| id |
OLC2054900745 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2054900745</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230502104154.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s1988 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF00285782</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2054900745</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF00285782-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">530</subfield><subfield code="a">004</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">11</subfield><subfield code="2">ssgn</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Mallis, J.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">On the accuracy of various large axial displacement formulae for crooked columns</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1988</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-Verlag 1989</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Information Theory</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compressibility</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural Design</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Important Conclusion</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compressive Force</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kounadis, A. N.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Computational mechanics</subfield><subfield code="d">Springer-Verlag, 1986</subfield><subfield code="g">4(1988), 1 vom: Nov., Seite 47-58</subfield><subfield code="w">(DE-627)130635170</subfield><subfield code="w">(DE-600)799787-5</subfield><subfield code="w">(DE-576)016140648</subfield><subfield code="x">0178-7675</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:4</subfield><subfield code="g">year:1988</subfield><subfield code="g">number:1</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:47-58</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF00285782</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-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_30</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</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_267</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2012</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4103</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">4</subfield><subfield code="j">1988</subfield><subfield code="e">1</subfield><subfield code="c">11</subfield><subfield code="h">47-58</subfield></datafield></record></collection>
|
| author |
Mallis, J. |
| spellingShingle |
Mallis, J. ddc 530 ssgn 11 misc Information Theory misc Compressibility misc Structural Design misc Important Conclusion misc Compressive Force On the accuracy of various large axial displacement formulae for crooked columns |
| authorStr |
Mallis, J. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)130635170 |
| format |
Article |
| dewey-ones |
530 - Physics 004 - Data processing & computer science |
| delete_txt_mv |
keep |
| author_role |
aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
0178-7675 |
| topic_title |
530 004 VZ 11 ssgn On the accuracy of various large axial displacement formulae for crooked columns Information Theory Compressibility Structural Design Important Conclusion Compressive Force |
| topic |
ddc 530 ssgn 11 misc Information Theory misc Compressibility misc Structural Design misc Important Conclusion misc Compressive Force |
| topic_unstemmed |
ddc 530 ssgn 11 misc Information Theory misc Compressibility misc Structural Design misc Important Conclusion misc Compressive Force |
| topic_browse |
ddc 530 ssgn 11 misc Information Theory misc Compressibility misc Structural Design misc Important Conclusion misc Compressive Force |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Computational mechanics |
| hierarchy_parent_id |
130635170 |
| dewey-tens |
530 - Physics 000 - Computer science, knowledge & systems |
| hierarchy_top_title |
Computational mechanics |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 |
| title |
On the accuracy of various large axial displacement formulae for crooked columns |
| ctrlnum |
(DE-627)OLC2054900745 (DE-He213)BF00285782-p |
| title_full |
On the accuracy of various large axial displacement formulae for crooked columns |
| author_sort |
Mallis, J. |
| journal |
Computational mechanics |
| journalStr |
Computational mechanics |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
500 - Science 000 - Computer science, information & general works |
| recordtype |
marc |
| publishDateSort |
1988 |
| contenttype_str_mv |
txt |
| container_start_page |
47 |
| author_browse |
Mallis, J. Kounadis, A. N. |
| container_volume |
4 |
| class |
530 004 VZ 11 ssgn |
| format_se |
Aufsätze |
| author-letter |
Mallis, J. |
| doi_str_mv |
10.1007/BF00285782 |
| dewey-full |
530 004 |
| title_sort |
on the accuracy of various large axial displacement formulae for crooked columns |
| title_auth |
On the accuracy of various large axial displacement formulae for crooked columns |
| abstract |
Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. © Springer-Verlag 1989 |
| abstractGer |
Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. © Springer-Verlag 1989 |
| abstract_unstemmed |
Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes. © Springer-Verlag 1989 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 |
| container_issue |
1 |
| title_short |
On the accuracy of various large axial displacement formulae for crooked columns |
| url |
https://doi.org/10.1007/BF00285782 |
| remote_bool |
false |
| author2 |
Kounadis, A. N. |
| author2Str |
Kounadis, A. N. |
| ppnlink |
130635170 |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/BF00285782 |
| up_date |
2024-07-04T00:44:22.371Z |
| _version_ |
1803607198790582272 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2054900745</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230502104154.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s1988 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF00285782</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2054900745</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF00285782-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">530</subfield><subfield code="a">004</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">11</subfield><subfield code="2">ssgn</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Mallis, J.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">On the accuracy of various large axial displacement formulae for crooked columns</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1988</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-Verlag 1989</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The axial displacements of an initially crooked, simply supported column, subjected to an axial compressive force at its end, are determined by using several variants of the axial strain-displacement relationship. Their accuracy and range of applicability are thoroughly discussed by comparing the corresponding results with those of the exact elastica analysis in which the compressibility effect of the bar axis is accounted for. Among other findings, the important conclusion is drawn that the simplified linear kinematic relation leads to a sufficiently accurate evaluation of the initial part of the postbuckling path which is of significant importance for structural design purposes.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Information Theory</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compressibility</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural Design</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Important Conclusion</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compressive Force</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kounadis, A. N.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Computational mechanics</subfield><subfield code="d">Springer-Verlag, 1986</subfield><subfield code="g">4(1988), 1 vom: Nov., Seite 47-58</subfield><subfield code="w">(DE-627)130635170</subfield><subfield code="w">(DE-600)799787-5</subfield><subfield code="w">(DE-576)016140648</subfield><subfield code="x">0178-7675</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:4</subfield><subfield code="g">year:1988</subfield><subfield code="g">number:1</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:47-58</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF00285782</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-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_30</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</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_267</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2012</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4103</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">4</subfield><subfield code="j">1988</subfield><subfield code="e">1</subfield><subfield code="c">11</subfield><subfield code="h">47-58</subfield></datafield></record></collection>
|
| score |
7.4009285 |