Shear Strength Analysis of Reduced Beam Section (RBS) on Castellated Beam
Shear strength analysis of the reduced beam section (RBS) on the castellated beam with exterior connection aimed to analyze the structural elements to determine the shear force acting due to cyclic loading. The study was developed from the theory of moments due to shear forces based on the American...
Gespeichert in:
| Veröffentlicht in: | IOP conference series. Materials Science and Engineering 2020-03, Vol.797 (1), p.12024 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 1 |
| container_start_page | 12024 |
| container_title | IOP conference series. Materials Science and Engineering |
| container_volume | 797 |
| creator | Aswad, Nini Hasriyani Tachrir Parung, Herman Amiruddin, A. Arwin |
| description | Shear strength analysis of the reduced beam section (RBS) on the castellated beam with exterior connection aimed to analyze the structural elements to determine the shear force acting due to cyclic loading. The study was developed from the theory of moments due to shear forces based on the American Institute of Steel's Prequalified Connection Construction for Special and Intermediate Moment Frames for Seismic Applications (AISC 358-10). This study used an experiment of RBS on a castellated beam with an exterior connection model subjected to cyclic loading. The result shows that the shear strength occurred after the bending failure of the beam. |
| doi_str_mv | 10.1088/1757-899X/797/1/012024 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2562252143</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2562252143</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2694-14d4b29fc344dfd73d48d1999c0310d2f5e7fc546929c93db5373a2b9e4db9743</originalsourceid><addsrcrecordid>eNqFkE1Lw0AURQdRsFb_ggy4qYuY-Uoms2xL1UJFaBTcDZP5sClpE2fSRf-9KSkVQXD1LrxzH48DwC1GDxhlWYx5wqNMiI-YCx7jGGGCCDsDg9Pi_JQzfAmuQlgjlHLG0ADM85VVHuatt9vPdgXHW1XtQxlg7eDSmp22Bk6s2sDc6rast3C0nOT3sAtTFVpbVao9Etfgwqkq2JvjHIL3x9nb9DlavD7Np-NFpEkqWISZYQURTlPGjDOcGpYZLITQiGJkiEssdzphqSBCC2qKhHKqSCEsM4XgjA7BXX-38fXXzoZWruud794OkiQpIQnBjHZU2lPa1yF462Tjy43ye4mRPGiTByPyYEd22iSWvbauSPpiWTc_l_8tjf4oveSzX5hsjKPfZIZ6Jg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2562252143</pqid></control><display><type>article</type><title>Shear Strength Analysis of Reduced Beam Section (RBS) on Castellated Beam</title><source>Institute of Physics IOPscience extra</source><source>Institute of Physics Open Access Journal Titles</source><source>Free Full-Text Journals in Chemistry</source><source>EZB Electronic Journals Library</source><creator>Aswad, Nini Hasriyani ; Tachrir ; Parung, Herman ; Amiruddin, A. Arwin</creator><creatorcontrib>Aswad, Nini Hasriyani ; Tachrir ; Parung, Herman ; Amiruddin, A. Arwin</creatorcontrib><description>Shear strength analysis of the reduced beam section (RBS) on the castellated beam with exterior connection aimed to analyze the structural elements to determine the shear force acting due to cyclic loading. The study was developed from the theory of moments due to shear forces based on the American Institute of Steel's Prequalified Connection Construction for Special and Intermediate Moment Frames for Seismic Applications (AISC 358-10). This study used an experiment of RBS on a castellated beam with an exterior connection model subjected to cyclic loading. The result shows that the shear strength occurred after the bending failure of the beam.</description><identifier>ISSN: 1757-8981</identifier><identifier>EISSN: 1757-899X</identifier><identifier>DOI: 10.1088/1757-899X/797/1/012024</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Beams (structural) ; Bend strength ; Cyclic loads ; Shear forces ; Shear strength ; Steel construction ; Structural members</subject><ispartof>IOP conference series. Materials Science and Engineering, 2020-03, Vol.797 (1), p.12024</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>2020. This work is published under http://creativecommons.org/licenses/by/3.0/ (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><cites>FETCH-LOGICAL-c2694-14d4b29fc344dfd73d48d1999c0310d2f5e7fc546929c93db5373a2b9e4db9743</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1757-899X/797/1/012024/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,776,780,27903,27904,38847,38869,53818,53845</link.rule.ids></links><search><creatorcontrib>Aswad, Nini Hasriyani</creatorcontrib><creatorcontrib>Tachrir</creatorcontrib><creatorcontrib>Parung, Herman</creatorcontrib><creatorcontrib>Amiruddin, A. Arwin</creatorcontrib><title>Shear Strength Analysis of Reduced Beam Section (RBS) on Castellated Beam</title><title>IOP conference series. Materials Science and Engineering</title><addtitle>IOP Conf. Ser.: Mater. Sci. Eng</addtitle><description>Shear strength analysis of the reduced beam section (RBS) on the castellated beam with exterior connection aimed to analyze the structural elements to determine the shear force acting due to cyclic loading. The study was developed from the theory of moments due to shear forces based on the American Institute of Steel's Prequalified Connection Construction for Special and Intermediate Moment Frames for Seismic Applications (AISC 358-10). This study used an experiment of RBS on a castellated beam with an exterior connection model subjected to cyclic loading. The result shows that the shear strength occurred after the bending failure of the beam.</description><subject>Beams (structural)</subject><subject>Bend strength</subject><subject>Cyclic loads</subject><subject>Shear forces</subject><subject>Shear strength</subject><subject>Steel construction</subject><subject>Structural members</subject><issn>1757-8981</issn><issn>1757-899X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>BENPR</sourceid><recordid>eNqFkE1Lw0AURQdRsFb_ggy4qYuY-Uoms2xL1UJFaBTcDZP5sClpE2fSRf-9KSkVQXD1LrxzH48DwC1GDxhlWYx5wqNMiI-YCx7jGGGCCDsDg9Pi_JQzfAmuQlgjlHLG0ADM85VVHuatt9vPdgXHW1XtQxlg7eDSmp22Bk6s2sDc6rast3C0nOT3sAtTFVpbVao9Etfgwqkq2JvjHIL3x9nb9DlavD7Np-NFpEkqWISZYQURTlPGjDOcGpYZLITQiGJkiEssdzphqSBCC2qKhHKqSCEsM4XgjA7BXX-38fXXzoZWruud794OkiQpIQnBjHZU2lPa1yF462Tjy43ye4mRPGiTByPyYEd22iSWvbauSPpiWTc_l_8tjf4oveSzX5hsjKPfZIZ6Jg</recordid><startdate>20200301</startdate><enddate>20200301</enddate><creator>Aswad, Nini Hasriyani</creator><creator>Tachrir</creator><creator>Parung, Herman</creator><creator>Amiruddin, A. Arwin</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</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>HCIFZ</scope><scope>KB.</scope><scope>L6V</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></search><sort><creationdate>20200301</creationdate><title>Shear Strength Analysis of Reduced Beam Section (RBS) on Castellated Beam</title><author>Aswad, Nini Hasriyani ; Tachrir ; Parung, Herman ; Amiruddin, A. Arwin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2694-14d4b29fc344dfd73d48d1999c0310d2f5e7fc546929c93db5373a2b9e4db9743</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Beams (structural)</topic><topic>Bend strength</topic><topic>Cyclic loads</topic><topic>Shear forces</topic><topic>Shear strength</topic><topic>Steel construction</topic><topic>Structural members</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Aswad, Nini Hasriyani</creatorcontrib><creatorcontrib>Tachrir</creatorcontrib><creatorcontrib>Parung, Herman</creatorcontrib><creatorcontrib>Amiruddin, A. Arwin</creatorcontrib><collection>Institute of Physics Open Access Journal Titles</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</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>SciTech Premium Collection</collection><collection>Materials Science Database</collection><collection>ProQuest Engineering Collection</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><jtitle>IOP conference series. Materials Science and Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Aswad, Nini Hasriyani</au><au>Tachrir</au><au>Parung, Herman</au><au>Amiruddin, A. Arwin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Shear Strength Analysis of Reduced Beam Section (RBS) on Castellated Beam</atitle><jtitle>IOP conference series. Materials Science and Engineering</jtitle><addtitle>IOP Conf. Ser.: Mater. Sci. Eng</addtitle><date>2020-03-01</date><risdate>2020</risdate><volume>797</volume><issue>1</issue><spage>12024</spage><pages>12024-</pages><issn>1757-8981</issn><eissn>1757-899X</eissn><abstract>Shear strength analysis of the reduced beam section (RBS) on the castellated beam with exterior connection aimed to analyze the structural elements to determine the shear force acting due to cyclic loading. The study was developed from the theory of moments due to shear forces based on the American Institute of Steel's Prequalified Connection Construction for Special and Intermediate Moment Frames for Seismic Applications (AISC 358-10). This study used an experiment of RBS on a castellated beam with an exterior connection model subjected to cyclic loading. The result shows that the shear strength occurred after the bending failure of the beam.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1757-899X/797/1/012024</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1757-8981 |
| ispartof | IOP conference series. Materials Science and Engineering, 2020-03, Vol.797 (1), p.12024 |
| issn | 1757-8981 1757-899X |
| language | eng |
| recordid | cdi_proquest_journals_2562252143 |
| source | Institute of Physics IOPscience extra; Institute of Physics Open Access Journal Titles; Free Full-Text Journals in Chemistry; EZB Electronic Journals Library |
| subjects | Beams (structural) Bend strength Cyclic loads Shear forces Shear strength Steel construction Structural members |
| title | Shear Strength Analysis of Reduced Beam Section (RBS) on Castellated Beam |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T21%3A34%3A34IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Shear%20Strength%20Analysis%20of%20Reduced%20Beam%20Section%20(RBS)%20on%20Castellated%20Beam&rft.jtitle=IOP%20conference%20series.%20Materials%20Science%20and%20Engineering&rft.au=Aswad,%20Nini%20Hasriyani&rft.date=2020-03-01&rft.volume=797&rft.issue=1&rft.spage=12024&rft.pages=12024-&rft.issn=1757-8981&rft.eissn=1757-899X&rft_id=info:doi/10.1088/1757-899X/797/1/012024&rft_dat=%3Cproquest_cross%3E2562252143%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2562252143&rft_id=info:pmid/&rfr_iscdi=true |