Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000500508 |
Resumo: | Abstract In this paper, a new type of structure was introduced. The spatial steel grid structure was composed of the top layer, lower layer H-shaped steel ribs and square steel tubes. The shear key is the key part of the structure.Based on the real dimensions of a practical prototype,two sets of full-scale shear key specimens were made, one of which has vertical stiffening ribs. The loading tests of two groups of specimens were carried out to simulate cases under pure shears and the experimental results were compared with the simulations from the finite element analysis. The effects of vertical stiffeners on failure modes, ultimate loads, strength-yield ratio and ductility of shear key were studied through experiments. By parametric analyses in the present article, relations of the stiffening plates width and thickness was recommended. |
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Latin American journal of solids and structures (Online) |
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Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid RoofsShear keyH shape steelShearing rigidityStiffenersDuctility factorAbstract In this paper, a new type of structure was introduced. The spatial steel grid structure was composed of the top layer, lower layer H-shaped steel ribs and square steel tubes. The shear key is the key part of the structure.Based on the real dimensions of a practical prototype,two sets of full-scale shear key specimens were made, one of which has vertical stiffening ribs. The loading tests of two groups of specimens were carried out to simulate cases under pure shears and the experimental results were compared with the simulations from the finite element analysis. The effects of vertical stiffeners on failure modes, ultimate loads, strength-yield ratio and ductility of shear key were studied through experiments. By parametric analyses in the present article, relations of the stiffening plates width and thickness was recommended.Associação Brasileira de Ciências Mecânicas2019-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000500508Latin American Journal of Solids and Structures v.16 n.5 2019reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78255571info:eu-repo/semantics/openAccessShang,HongkunMa,KejianWei,YanhuiLu,Yaqineng2019-06-24T00:00:00Zoai:scielo:S1679-78252019000500508Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2019-06-24T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
title |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
spellingShingle |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs Shang,Hongkun Shear key H shape steel Shearing rigidity Stiffeners Ductility factor |
title_short |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
title_full |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
title_fullStr |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
title_full_unstemmed |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
title_sort |
Experimental Studies on Shear Resistance Performances for the Shear key of H Shape Steel Spatial Grid Roofs |
author |
Shang,Hongkun |
author_facet |
Shang,Hongkun Ma,Kejian Wei,Yanhui Lu,Yaqin |
author_role |
author |
author2 |
Ma,Kejian Wei,Yanhui Lu,Yaqin |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Shang,Hongkun Ma,Kejian Wei,Yanhui Lu,Yaqin |
dc.subject.por.fl_str_mv |
Shear key H shape steel Shearing rigidity Stiffeners Ductility factor |
topic |
Shear key H shape steel Shearing rigidity Stiffeners Ductility factor |
description |
Abstract In this paper, a new type of structure was introduced. The spatial steel grid structure was composed of the top layer, lower layer H-shaped steel ribs and square steel tubes. The shear key is the key part of the structure.Based on the real dimensions of a practical prototype,two sets of full-scale shear key specimens were made, one of which has vertical stiffening ribs. The loading tests of two groups of specimens were carried out to simulate cases under pure shears and the experimental results were compared with the simulations from the finite element analysis. The effects of vertical stiffeners on failure modes, ultimate loads, strength-yield ratio and ductility of shear key were studied through experiments. By parametric analyses in the present article, relations of the stiffening plates width and thickness was recommended. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000500508 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000500508 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78255571 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.16 n.5 2019 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302890052157440 |