Study on the capacity of cold-formes steel built-up battened colums under axial compression
This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with...
Ausführliche Beschreibung
Autor*in: |
Dr. M. Anbarasu [verfasserIn] P. Bharath Kumar [verfasserIn] Dr. S. Sukumar [verfasserIn] |
---|
Format: |
E-Artikel |
---|---|
Sprache: |
Englisch |
Schlagwörter: |
---|
Übergeordnetes Werk: |
In: Latin American Journal of Solids and Structures - Marcílio Alves, 2005 |
---|
Links: |
---|
DOI / URN: |
10.1590/S1679-78252014001200009 |
---|
Katalog-ID: |
DOAJ030156149 |
---|
LEADER | 01000caa a22002652 4500 | ||
---|---|---|---|
001 | DOAJ030156149 | ||
003 | DE-627 | ||
005 | 20230503064950.0 | ||
007 | cr uuu---uuuuu | ||
008 | 230226nuuuuuuuuxx |||||o 00| ||eng c | ||
024 | 7 | |a 10.1590/S1679-78252014001200009 |2 doi | |
035 | |a (DE-627)DOAJ030156149 | ||
035 | |a (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 | ||
040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
041 | |a eng | ||
050 | 0 | |a TA349-359 | |
050 | 0 | |a QC120-168.85 | |
100 | 0 | |a Dr. M. Anbarasu |e verfasserin |4 aut | |
245 | 1 | 0 | |a Study on the capacity of cold-formes steel built-up battened colums under axial compression |
336 | |a Text |b txt |2 rdacontent | ||
337 | |a Computermedien |b c |2 rdamedia | ||
338 | |a Online-Ressource |b cr |2 rdacarrier | ||
520 | |a This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. | ||
650 | 4 | |a Direct Strength Method | |
650 | 4 | |a Distortional buckling | |
650 | 4 | |a Global buckling | |
650 | 4 | |a Lipped channel column | |
650 | 4 | |a Local buckling | |
650 | 4 | |a Local / Distortional / Global Interaction, etc | |
653 | 0 | |a Mechanics of engineering. Applied mechanics | |
653 | 0 | |a Descriptive and experimental mechanics | |
700 | 0 | |a P. Bharath Kumar |e verfasserin |4 aut | |
700 | 0 | |a Dr. S. Sukumar |e verfasserin |4 aut | |
773 | 0 | 8 | |i In |t Latin American Journal of Solids and Structures |d Marcílio Alves, 2005 |w (DE-627)501802061 |w (DE-600)2207334-6 |x 16797825 |7 nnns |
856 | 4 | 0 | |u https://doi.org/10.1590/S1679-78252014001200009 |z kostenfrei |
856 | 4 | 0 | |u https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 |z kostenfrei |
856 | 4 | 0 | |u http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en |z kostenfrei |
856 | 4 | 2 | |u https://doaj.org/toc/1679-7825 |y Journal toc |z kostenfrei |
912 | |a GBV_USEFLAG_A | ||
912 | |a SYSFLAG_A | ||
912 | |a GBV_DOAJ | ||
912 | |a SSG-OLC-PHA | ||
951 | |a AR |
author_variant |
d m a dma p b k pbk d s s dss |
---|---|
matchkey_str |
article:16797825:uuuuuuuu::tdoteaaiyfodomstebitpatndous |
callnumber-subject-code |
TA |
allfields |
10.1590/S1679-78252014001200009 doi (DE-627)DOAJ030156149 (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 DE-627 ger DE-627 rakwb eng TA349-359 QC120-168.85 Dr. M. Anbarasu verfasserin aut Study on the capacity of cold-formes steel built-up battened colums under axial compression Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc Mechanics of engineering. Applied mechanics Descriptive and experimental mechanics P. Bharath Kumar verfasserin aut Dr. S. Sukumar verfasserin aut In Latin American Journal of Solids and Structures Marcílio Alves, 2005 (DE-627)501802061 (DE-600)2207334-6 16797825 nnns https://doi.org/10.1590/S1679-78252014001200009 kostenfrei https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en kostenfrei https://doaj.org/toc/1679-7825 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR |
spelling |
10.1590/S1679-78252014001200009 doi (DE-627)DOAJ030156149 (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 DE-627 ger DE-627 rakwb eng TA349-359 QC120-168.85 Dr. M. Anbarasu verfasserin aut Study on the capacity of cold-formes steel built-up battened colums under axial compression Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc Mechanics of engineering. Applied mechanics Descriptive and experimental mechanics P. Bharath Kumar verfasserin aut Dr. S. Sukumar verfasserin aut In Latin American Journal of Solids and Structures Marcílio Alves, 2005 (DE-627)501802061 (DE-600)2207334-6 16797825 nnns https://doi.org/10.1590/S1679-78252014001200009 kostenfrei https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en kostenfrei https://doaj.org/toc/1679-7825 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR |
allfields_unstemmed |
10.1590/S1679-78252014001200009 doi (DE-627)DOAJ030156149 (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 DE-627 ger DE-627 rakwb eng TA349-359 QC120-168.85 Dr. M. Anbarasu verfasserin aut Study on the capacity of cold-formes steel built-up battened colums under axial compression Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc Mechanics of engineering. Applied mechanics Descriptive and experimental mechanics P. Bharath Kumar verfasserin aut Dr. S. Sukumar verfasserin aut In Latin American Journal of Solids and Structures Marcílio Alves, 2005 (DE-627)501802061 (DE-600)2207334-6 16797825 nnns https://doi.org/10.1590/S1679-78252014001200009 kostenfrei https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en kostenfrei https://doaj.org/toc/1679-7825 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR |
allfieldsGer |
10.1590/S1679-78252014001200009 doi (DE-627)DOAJ030156149 (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 DE-627 ger DE-627 rakwb eng TA349-359 QC120-168.85 Dr. M. Anbarasu verfasserin aut Study on the capacity of cold-formes steel built-up battened colums under axial compression Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc Mechanics of engineering. Applied mechanics Descriptive and experimental mechanics P. Bharath Kumar verfasserin aut Dr. S. Sukumar verfasserin aut In Latin American Journal of Solids and Structures Marcílio Alves, 2005 (DE-627)501802061 (DE-600)2207334-6 16797825 nnns https://doi.org/10.1590/S1679-78252014001200009 kostenfrei https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en kostenfrei https://doaj.org/toc/1679-7825 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR |
allfieldsSound |
10.1590/S1679-78252014001200009 doi (DE-627)DOAJ030156149 (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 DE-627 ger DE-627 rakwb eng TA349-359 QC120-168.85 Dr. M. Anbarasu verfasserin aut Study on the capacity of cold-formes steel built-up battened colums under axial compression Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc Mechanics of engineering. Applied mechanics Descriptive and experimental mechanics P. Bharath Kumar verfasserin aut Dr. S. Sukumar verfasserin aut In Latin American Journal of Solids and Structures Marcílio Alves, 2005 (DE-627)501802061 (DE-600)2207334-6 16797825 nnns https://doi.org/10.1590/S1679-78252014001200009 kostenfrei https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en kostenfrei https://doaj.org/toc/1679-7825 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR |
language |
English |
source |
In Latin American Journal of Solids and Structures |
sourceStr |
In Latin American Journal of Solids and Structures |
format_phy_str_mv |
Article |
institution |
findex.gbv.de |
topic_facet |
Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc Mechanics of engineering. Applied mechanics Descriptive and experimental mechanics |
isfreeaccess_bool |
true |
container_title |
Latin American Journal of Solids and Structures |
authorswithroles_txt_mv |
Dr. M. Anbarasu @@aut@@ P. Bharath Kumar @@aut@@ Dr. S. Sukumar @@aut@@ |
publishDateDaySort_date |
2024-01-01T00:00:00Z |
hierarchy_top_id |
501802061 |
id |
DOAJ030156149 |
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">DOAJ030156149</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503064950.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230226nuuuuuuuuxx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1590/S1679-78252014001200009</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ030156149</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ49ab99ea80b2488b96faa7641e511446</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="050" ind1=" " ind2="0"><subfield code="a">TA349-359</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">QC120-168.85</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Dr. M. Anbarasu</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Study on the capacity of cold-formes steel built-up battened colums under axial compression</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">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Direct Strength Method</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Distortional buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Global buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Lipped channel column</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Local buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Local / Distortional / Global Interaction, etc</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Mechanics of engineering. Applied mechanics</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Descriptive and experimental mechanics</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">P. Bharath Kumar</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Dr. S. Sukumar</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Latin American Journal of Solids and Structures</subfield><subfield code="d">Marcílio Alves, 2005</subfield><subfield code="w">(DE-627)501802061</subfield><subfield code="w">(DE-600)2207334-6</subfield><subfield code="x">16797825</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1590/S1679-78252014001200009</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/49ab99ea80b2488b96faa7641e511446</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/1679-7825</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</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_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield></record></collection>
|
callnumber-first |
T - Technology |
author |
Dr. M. Anbarasu |
spellingShingle |
Dr. M. Anbarasu misc TA349-359 misc QC120-168.85 misc Direct Strength Method misc Distortional buckling misc Global buckling misc Lipped channel column misc Local buckling misc Local / Distortional / Global Interaction, etc misc Mechanics of engineering. Applied mechanics misc Descriptive and experimental mechanics Study on the capacity of cold-formes steel built-up battened colums under axial compression |
authorStr |
Dr. M. Anbarasu |
ppnlink_with_tag_str_mv |
@@773@@(DE-627)501802061 |
format |
electronic Article |
delete_txt_mv |
keep |
author_role |
aut aut aut |
collection |
DOAJ |
remote_str |
true |
callnumber-label |
TA349-359 |
illustrated |
Not Illustrated |
issn |
16797825 |
topic_title |
TA349-359 QC120-168.85 Study on the capacity of cold-formes steel built-up battened colums under axial compression Direct Strength Method Distortional buckling Global buckling Lipped channel column Local buckling Local / Distortional / Global Interaction, etc |
topic |
misc TA349-359 misc QC120-168.85 misc Direct Strength Method misc Distortional buckling misc Global buckling misc Lipped channel column misc Local buckling misc Local / Distortional / Global Interaction, etc misc Mechanics of engineering. Applied mechanics misc Descriptive and experimental mechanics |
topic_unstemmed |
misc TA349-359 misc QC120-168.85 misc Direct Strength Method misc Distortional buckling misc Global buckling misc Lipped channel column misc Local buckling misc Local / Distortional / Global Interaction, etc misc Mechanics of engineering. Applied mechanics misc Descriptive and experimental mechanics |
topic_browse |
misc TA349-359 misc QC120-168.85 misc Direct Strength Method misc Distortional buckling misc Global buckling misc Lipped channel column misc Local buckling misc Local / Distortional / Global Interaction, etc misc Mechanics of engineering. Applied mechanics misc Descriptive and experimental mechanics |
format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
format_main_str_mv |
Text Zeitschrift/Artikel |
carriertype_str_mv |
cr |
hierarchy_parent_title |
Latin American Journal of Solids and Structures |
hierarchy_parent_id |
501802061 |
hierarchy_top_title |
Latin American Journal of Solids and Structures |
isfreeaccess_txt |
true |
familylinks_str_mv |
(DE-627)501802061 (DE-600)2207334-6 |
title |
Study on the capacity of cold-formes steel built-up battened colums under axial compression |
ctrlnum |
(DE-627)DOAJ030156149 (DE-599)DOAJ49ab99ea80b2488b96faa7641e511446 |
title_full |
Study on the capacity of cold-formes steel built-up battened colums under axial compression |
author_sort |
Dr. M. Anbarasu |
journal |
Latin American Journal of Solids and Structures |
journalStr |
Latin American Journal of Solids and Structures |
callnumber-first-code |
T |
lang_code |
eng |
isOA_bool |
true |
recordtype |
marc |
contenttype_str_mv |
txt |
author_browse |
Dr. M. Anbarasu P. Bharath Kumar Dr. S. Sukumar |
class |
TA349-359 QC120-168.85 |
format_se |
Elektronische Aufsätze |
author-letter |
Dr. M. Anbarasu |
doi_str_mv |
10.1590/S1679-78252014001200009 |
author2-role |
verfasserin |
title_sort |
study on the capacity of cold-formes steel built-up battened colums under axial compression |
callnumber |
TA349-359 |
title_auth |
Study on the capacity of cold-formes steel built-up battened colums under axial compression |
abstract |
This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. |
abstractGer |
This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. |
abstract_unstemmed |
This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns. |
collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA |
title_short |
Study on the capacity of cold-formes steel built-up battened colums under axial compression |
url |
https://doi.org/10.1590/S1679-78252014001200009 https://doaj.org/article/49ab99ea80b2488b96faa7641e511446 http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en https://doaj.org/toc/1679-7825 |
remote_bool |
true |
author2 |
P. Bharath Kumar Dr. S. Sukumar |
author2Str |
P. Bharath Kumar Dr. S. Sukumar |
ppnlink |
501802061 |
callnumber-subject |
TA - General and Civil Engineering |
mediatype_str_mv |
c |
isOA_txt |
true |
hochschulschrift_bool |
false |
doi_str |
10.1590/S1679-78252014001200009 |
callnumber-a |
TA349-359 |
up_date |
2024-07-03T13:17:10.743Z |
_version_ |
1803563964299214848 |
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">DOAJ030156149</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503064950.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230226nuuuuuuuuxx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1590/S1679-78252014001200009</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ030156149</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ49ab99ea80b2488b96faa7641e511446</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="050" ind1=" " ind2="0"><subfield code="a">TA349-359</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">QC120-168.85</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Dr. M. Anbarasu</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Study on the capacity of cold-formes steel built-up battened colums under axial compression</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">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This paper presents the theoretical and numerical investigation results of the pin ended cold-formed steel built-up battened columns under axial compression. The finite element model was developed using the finite element software ABAQUS. The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour and ultimate capacity of cold-formed steel built-up columns. Three types of sections were selected based on the limitations provided in AISI S100-2007 for prequalified sections for single lipped channel. Spacing between the chords is chosen such that the moment of inertia about major axis equals the moment of inertia about minor axis. After the verification of the finite element model, parametric study has been carried out by varying the slenderness ratio and number of battens. Two types of analytical models were used to obtain the ultimate load by the direct strength method. The ultimate loads from FEA and DSM were compared. At the end, a design recommendation is proposed for DSM to evaluate ultimate strength of the lipped channel built-up battened columns.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Direct Strength Method</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Distortional buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Global buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Lipped channel column</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Local buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Local / Distortional / Global Interaction, etc</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Mechanics of engineering. Applied mechanics</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Descriptive and experimental mechanics</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">P. Bharath Kumar</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Dr. S. Sukumar</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Latin American Journal of Solids and Structures</subfield><subfield code="d">Marcílio Alves, 2005</subfield><subfield code="w">(DE-627)501802061</subfield><subfield code="w">(DE-600)2207334-6</subfield><subfield code="x">16797825</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1590/S1679-78252014001200009</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/49ab99ea80b2488b96faa7641e511446</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001200009&lng=en&tlng=en</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/1679-7825</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</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_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield></record></collection>
|
score |
7.4003124 |