Loading…

Experimental and theoretical investigation of composite truss beams

The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent t...

Full description

Saved in:
Bibliographic Details
Main Authors: Bujnak, Jan, Michalek, Peter, Baran, Wieslaw
Format: Conference Proceeding
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063
cites cdi_FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063
container_end_page
container_issue
container_start_page 4001
container_title
container_volume 174
creator Bujnak, Jan
Michalek, Peter
Baran, Wieslaw
description The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper.
doi_str_mv 10.1051/matecconf/201817404001
format conference_proceeding
fullrecord <record><control><sourceid>proquest_doaj_</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_6fdb7de2b6624dc6be38007ad9db0bd2</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_6fdb7de2b6624dc6be38007ad9db0bd2</doaj_id><sourcerecordid>2650006033</sourcerecordid><originalsourceid>FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063</originalsourceid><addsrcrecordid>eNpNUF1LAzEQDKJgqf0LcuBz7Sa5y_UepVQtFHxR8C1svuqV3uVMUtF_b2ql9Gl3h2Fmdgi5pXBPoaKzDpPV2vduxoDOaV1CCUAvyIgxQaeMi_fLs_2aTGLcQmbwpoamHpHF8nuwoe1sn3BXYG-K9GF9sKnV-W77LxtTu8HU-r7wrtC-G3xsky1S2MdYKItdvCFXDnfRTv7nmLw9Ll8Xz9P1y9Nq8bCe6uyWpso5qIW22ulGVUxV_IArYLxU0NBK143gpqoEVY0otcU5IAIqUWmlEQQfk9VR13jcyiGnxvAjPbbyD_BhIzHk4DsrhTOqNpYpIVhptFCWzwFqNI1RoAzLWndHrSH4z31-Um79PvQ5vmSiyg0J4DyzxJGlg48xWHdypSAP_ctT__K8f_4LCN18XQ</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>conference_proceeding</recordtype><pqid>2650006033</pqid></control><display><type>conference_proceeding</type><title>Experimental and theoretical investigation of composite truss beams</title><source>Publicly Available Content Database</source><creator>Bujnak, Jan ; Michalek, Peter ; Baran, Wieslaw</creator><contributor>Rak, A. ; Perkowski, Z. ; Beben, D.</contributor><creatorcontrib>Bujnak, Jan ; Michalek, Peter ; Baran, Wieslaw ; Rak, A. ; Perkowski, Z. ; Beben, D.</creatorcontrib><description>The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper.</description><identifier>ISSN: 2261-236X</identifier><identifier>ISSN: 2274-7214</identifier><identifier>EISSN: 2261-236X</identifier><identifier>DOI: 10.1051/matecconf/201817404001</identifier><language>eng</language><publisher>Les Ulis: EDP Sciences</publisher><subject>Bridges ; Concrete ; Concrete slabs ; Connectors ; Design specifications ; Finite element method ; Shear forces ; Steel structures ; Trusses</subject><ispartof>MATEC web of conferences, 2018, Vol.174, p.4001</ispartof><rights>2018. This work is licensed under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063</citedby><cites>FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.proquest.com/docview/2650006033?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>309,310,314,780,784,789,790,23930,23931,25140,25753,27924,27925,37012,44590</link.rule.ids></links><search><contributor>Rak, A.</contributor><contributor>Perkowski, Z.</contributor><contributor>Beben, D.</contributor><creatorcontrib>Bujnak, Jan</creatorcontrib><creatorcontrib>Michalek, Peter</creatorcontrib><creatorcontrib>Baran, Wieslaw</creatorcontrib><title>Experimental and theoretical investigation of composite truss beams</title><title>MATEC web of conferences</title><description>The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper.</description><subject>Bridges</subject><subject>Concrete</subject><subject>Concrete slabs</subject><subject>Connectors</subject><subject>Design specifications</subject><subject>Finite element method</subject><subject>Shear forces</subject><subject>Steel structures</subject><subject>Trusses</subject><issn>2261-236X</issn><issn>2274-7214</issn><issn>2261-236X</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2018</creationdate><recordtype>conference_proceeding</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNpNUF1LAzEQDKJgqf0LcuBz7Sa5y_UepVQtFHxR8C1svuqV3uVMUtF_b2ql9Gl3h2Fmdgi5pXBPoaKzDpPV2vduxoDOaV1CCUAvyIgxQaeMi_fLs_2aTGLcQmbwpoamHpHF8nuwoe1sn3BXYG-K9GF9sKnV-W77LxtTu8HU-r7wrtC-G3xsky1S2MdYKItdvCFXDnfRTv7nmLw9Ll8Xz9P1y9Nq8bCe6uyWpso5qIW22ulGVUxV_IArYLxU0NBK143gpqoEVY0otcU5IAIqUWmlEQQfk9VR13jcyiGnxvAjPbbyD_BhIzHk4DsrhTOqNpYpIVhptFCWzwFqNI1RoAzLWndHrSH4z31-Um79PvQ5vmSiyg0J4DyzxJGlg48xWHdypSAP_ctT__K8f_4LCN18XQ</recordid><startdate>20180101</startdate><enddate>20180101</enddate><creator>Bujnak, Jan</creator><creator>Michalek, Peter</creator><creator>Baran, Wieslaw</creator><general>EDP Sciences</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SP</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>L7M</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>DOA</scope></search><sort><creationdate>20180101</creationdate><title>Experimental and theoretical investigation of composite truss beams</title><author>Bujnak, Jan ; Michalek, Peter ; Baran, Wieslaw</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Bridges</topic><topic>Concrete</topic><topic>Concrete slabs</topic><topic>Connectors</topic><topic>Design specifications</topic><topic>Finite element method</topic><topic>Shear forces</topic><topic>Steel structures</topic><topic>Trusses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bujnak, Jan</creatorcontrib><creatorcontrib>Michalek, Peter</creatorcontrib><creatorcontrib>Baran, Wieslaw</creatorcontrib><collection>CrossRef</collection><collection>Electronics &amp; Communications Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Engineering Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>DOAJ Directory of Open Access Journals</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bujnak, Jan</au><au>Michalek, Peter</au><au>Baran, Wieslaw</au><au>Rak, A.</au><au>Perkowski, Z.</au><au>Beben, D.</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Experimental and theoretical investigation of composite truss beams</atitle><btitle>MATEC web of conferences</btitle><date>2018-01-01</date><risdate>2018</risdate><volume>174</volume><spage>4001</spage><pages>4001-</pages><issn>2261-236X</issn><issn>2274-7214</issn><eissn>2261-236X</eissn><abstract>The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper.</abstract><cop>Les Ulis</cop><pub>EDP Sciences</pub><doi>10.1051/matecconf/201817404001</doi><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2261-236X
ispartof MATEC web of conferences, 2018, Vol.174, p.4001
issn 2261-236X
2274-7214
2261-236X
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_6fdb7de2b6624dc6be38007ad9db0bd2
source Publicly Available Content Database
subjects Bridges
Concrete
Concrete slabs
Connectors
Design specifications
Finite element method
Shear forces
Steel structures
Trusses
title Experimental and theoretical investigation of composite truss beams
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-07T06%3A02%3A02IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_doaj_&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=proceeding&rft.atitle=Experimental%20and%20theoretical%20investigation%20of%20composite%20truss%20beams&rft.btitle=MATEC%20web%20of%20conferences&rft.au=Bujnak,%20Jan&rft.date=2018-01-01&rft.volume=174&rft.spage=4001&rft.pages=4001-&rft.issn=2261-236X&rft.eissn=2261-236X&rft_id=info:doi/10.1051/matecconf/201817404001&rft_dat=%3Cproquest_doaj_%3E2650006033%3C/proquest_doaj_%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c397t-bff076cecfc9b52b53c397b0234b0915c7963d5561b964cea80aa0ab65cbca063%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2650006033&rft_id=info:pmid/&rfr_iscdi=true