Ontology type: schema:ScholarlyArticle
2019-04
AUTHORSYinglu Xu, Linfeng Lu, Hong Zheng
ABSTRACTTo evaluate the effectiveness of the asymmetrical steel beam section and reduced beam section (RBS), this paper presents a parametric study on weak-axis beam-to-column composite connections with asymmetrical reduced beam section subjected to horizontal cyclic loading. After validating the accuracy of the finite element modeling through comparing to the experimental results, a total of 29 refined tridimensional models for four series were created for parametric analysis. The load–displacement and moment–rotation relationships, the Mises index, triaxiality index and rupture index distribution across the width of the flange welds for each connection were reported. A smaller steel beam top and bottom flange width ratio α could alleviate the adverse effect of the composite action. The parametric analysis about the geometrical variables of RBS confirms the need for readjustment of the geometrical characteristics of the RBS in order to apply to the proposed weak-axis profiles. For design purposes, the parameter a, the distance from the skin plate to the reduced region, can be set to (0.65–0.9) bbf; the parameter b, the length of the reduced region, can be set to b = (0.65–0.90) db; the parameter c, the maximum reduction depth of beam bottom flange, can be set to 0.20 bbf, where bbf and db are the beam bottom flange width and beam depth respectively. More... »
PAGES1-15
http://scigraph.springernature.com/pub.10.1007/s13296-018-0120-0
DOIhttp://dx.doi.org/10.1007/s13296-018-0120-0
DIMENSIONShttps://app.dimensions.ai/details/publication/pub.1105315047
JSON-LD is the canonical representation for SciGraph data.
TIP: You can open this SciGraph record using an external JSON-LD service: JSON-LD Playground Google SDTT
[
{
"@context": "https://springernature.github.io/scigraph/jsonld/sgcontext.json",
"about": [
{
"id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/0905",
"inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/",
"name": "Civil Engineering",
"type": "DefinedTerm"
},
{
"id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/09",
"inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/",
"name": "Engineering",
"type": "DefinedTerm"
}
],
"author": [
{
"affiliation": {
"alternateName": "Xi'an University of Architecture and Technology",
"id": "https://www.grid.ac/institutes/grid.440704.3",
"name": [
"School of Civil Engineering, Xi\u2019an University of Architecture and Technology, 710054, Xi\u2019an, China"
],
"type": "Organization"
},
"familyName": "Xu",
"givenName": "Yinglu",
"id": "sg:person.014157435013.86",
"sameAs": [
"https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.014157435013.86"
],
"type": "Person"
},
{
"affiliation": {
"alternateName": "Chang'an University",
"id": "https://www.grid.ac/institutes/grid.440661.1",
"name": [
"School of Civil Engineering, Chang\u2019an University, 710061, Xi\u2019an, China"
],
"type": "Organization"
},
"familyName": "Lu",
"givenName": "Linfeng",
"id": "sg:person.011710511223.20",
"sameAs": [
"https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011710511223.20"
],
"type": "Person"
},
{
"affiliation": {
"alternateName": "Chang'an University",
"id": "https://www.grid.ac/institutes/grid.440661.1",
"name": [
"School of Civil Engineering, Chang\u2019an University, 710061, Xi\u2019an, China"
],
"type": "Organization"
},
"familyName": "Zheng",
"givenName": "Hong",
"id": "sg:person.016271354223.61",
"sameAs": [
"https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.016271354223.61"
],
"type": "Person"
}
],
"citation": [
{
"id": "https://doi.org/10.1016/j.jcsr.2016.11.019",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1006922475"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1016/j.engstruct.2004.07.017",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1007648262"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1016/j.jcsr.2005.11.012",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1008149632"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1016/j.compstruc.2005.03.028",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1012404622"
],
"type": "CreativeWork"
},
{
"id": "sg:pub.10.1007/bf02479409",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1012693793",
"https://doi.org/10.1007/bf02479409"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1002/pse.2260010112",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1022506900"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1002/pse.2260010112",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1022506900"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1016/j.jcsr.2015.10.004",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1022736964"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1016/s0143-974x(00)00022-5",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1025183004"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1016/j.engstruct.2010.04.038",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1047333267"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1061/(asce)0733-9445(2000)126:1(57)",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1057599645"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1061/(asce)0733-9445(2001)127:3(230)",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1057599924"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1061/(asce)0733-9445(2001)127:9(1021)",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1057600036"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1061/(asce)0733-9445(2002)128:4(441)",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1057600166"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1061/(asce)0733-9445(2002)128:4(452)",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1057600167"
],
"type": "CreativeWork"
},
{
"id": "https://doi.org/10.1061/(asce)0733-9445(2006)132:3(346)",
"sameAs": [
"https://app.dimensions.ai/details/publication/pub.1057601072"
],
"type": "CreativeWork"
}
],
"datePublished": "2019-04",
"datePublishedReg": "2019-04-01",
"description": "To evaluate the effectiveness of the asymmetrical steel beam section and reduced beam section (RBS), this paper presents a parametric study on weak-axis beam-to-column composite connections with asymmetrical reduced beam section subjected to horizontal cyclic loading. After validating the accuracy of the finite element modeling through comparing to the experimental results, a total of 29 refined tridimensional models for four series were created for parametric analysis. The load\u2013displacement and moment\u2013rotation relationships, the Mises index, triaxiality index and rupture index distribution across the width of the flange welds for each connection were reported. A smaller steel beam top and bottom flange width ratio \u03b1 could alleviate the adverse effect of the composite action. The parametric analysis about the geometrical variables of RBS confirms the need for readjustment of the geometrical characteristics of the RBS in order to apply to the proposed weak-axis profiles. For design purposes, the parameter a, the distance from the skin plate to the reduced region, can be set to (0.65\u20130.9) bbf; the parameter b, the length of the reduced region, can be set to b = (0.65\u20130.90) db; the parameter c, the maximum reduction depth of beam bottom flange, can be set to 0.20 bbf, where bbf and db are the beam bottom flange width and beam depth respectively.",
"genre": "research_article",
"id": "sg:pub.10.1007/s13296-018-0120-0",
"inLanguage": [
"en"
],
"isAccessibleForFree": false,
"isFundedItemOf": [
{
"id": "sg:grant.7189334",
"type": "MonetaryGrant"
}
],
"isPartOf": [
{
"id": "sg:journal.1136691",
"issn": [
"1598-2351",
"2093-6311"
],
"name": "International Journal of Steel Structures",
"type": "Periodical"
},
{
"issueNumber": "2",
"type": "PublicationIssue"
},
{
"type": "PublicationVolume",
"volumeNumber": "19"
}
],
"name": "Parametric Study of Weak-Axis Beam-to-Column Composite Connections with Asymmetrical Reduced Beam Section",
"pagination": "1-15",
"productId": [
{
"name": "readcube_id",
"type": "PropertyValue",
"value": [
"33a4cf63c4601aef059d06c926ae8a139c95ae0b38da80dab41f7c58975ebde3"
]
},
{
"name": "doi",
"type": "PropertyValue",
"value": [
"10.1007/s13296-018-0120-0"
]
},
{
"name": "dimensions_id",
"type": "PropertyValue",
"value": [
"pub.1105315047"
]
}
],
"sameAs": [
"https://doi.org/10.1007/s13296-018-0120-0",
"https://app.dimensions.ai/details/publication/pub.1105315047"
],
"sdDataset": "articles",
"sdDatePublished": "2019-04-11T14:19",
"sdLicense": "https://scigraph.springernature.com/explorer/license/",
"sdPublisher": {
"name": "Springer Nature - SN SciGraph project",
"type": "Organization"
},
"sdSource": "s3://com-uberresearch-data-dimensions-target-20181106-alternative/cleanup/v134/2549eaecd7973599484d7c17b260dba0a4ecb94b/merge/v9/a6c9fde33151104705d4d7ff012ea9563521a3ce/jats-lookup/v90/0000000372_0000000372/records_117109_00000003.jsonl",
"type": "ScholarlyArticle",
"url": "https://link.springer.com/10.1007%2Fs13296-018-0120-0"
}
]
Download the RDF metadata as: json-ld nt turtle xml License info
JSON-LD is a popular format for linked data which is fully compatible with JSON.
curl -H 'Accept: application/ld+json' 'https://scigraph.springernature.com/pub.10.1007/s13296-018-0120-0'
N-Triples is a line-based linked data format ideal for batch operations.
curl -H 'Accept: application/n-triples' 'https://scigraph.springernature.com/pub.10.1007/s13296-018-0120-0'
Turtle is a human-readable linked data format.
curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/s13296-018-0120-0'
RDF/XML is a standard XML format for linked data.
curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/s13296-018-0120-0'
This table displays all metadata directly associated to this object as RDF triples.
126 TRIPLES
21 PREDICATES
42 URIs
19 LITERALS
7 BLANK NODES