Experimental behaviour of high-strength steel web shear panels
Current European standard EN 1993 restricts the design of joints (web panel in shear and connection(s)) within the semi-continuous/partially-restrained philosophy to steel grades up to S460. This type of structural modelling can be adopted as long as the joint develops rotation capacity and has duct...
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| Veröffentlicht in: | Engineering structures 2009-07, Vol.31 (7), p.1543-1555 |
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| creator | Girão Coelho, Ana M. Bijlaard, Frans S.K. Kolstein, Henk |
| description | Current European standard EN 1993 restricts the design of joints (web panel in shear and connection(s)) within the semi-continuous/partially-restrained philosophy to steel grades up to S460. This type of structural modelling can be adopted as long as the joint develops rotation capacity and has ductile behaviour. With the recent developments of high strength steel the need for these restrictions should be revisited. This paper presents an experimental study of web shear panels fabricated by welding S690 and S960 steel plates (specified yield stress 690 N/mm
2 and 960 N/mm
2, respectively). The panels were designed to EN 1993-1-8, neglecting current restrictions related to the use of high-strength steel. The panels were tested to failure under four-point bending, which simulated the shear force from beam moment carried by beam–column joints. Several results of this test programme are reported and compared with the code predictions. The strength and stiffness of the panels are compared with the values anticipated by the EN 1993-1-8 for conventional mild steels. The deformation capacity and the ductility of the panels are also evaluated. |
| doi_str_mv | 10.1016/j.engstruct.2009.02.023 |
| format | Article |
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2 and 960 N/mm
2, respectively). The panels were designed to EN 1993-1-8, neglecting current restrictions related to the use of high-strength steel. The panels were tested to failure under four-point bending, which simulated the shear force from beam moment carried by beam–column joints. Several results of this test programme are reported and compared with the code predictions. The strength and stiffness of the panels are compared with the values anticipated by the EN 1993-1-8 for conventional mild steels. The deformation capacity and the ductility of the panels are also evaluated.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2009.02.023</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Building failures (cracks, physical changes, etc.) ; Building structure ; Buildings. Public works ; Construction (buildings and works) ; Deformation capacity ; Ductility ; Durability. Pathology. Repairing. Maintenance ; Exact sciences and technology ; High strength steel ; Joints ; Metal structure ; Resistance ; Stiffness ; Web shear panels</subject><ispartof>Engineering structures, 2009-07, Vol.31 (7), p.1543-1555</ispartof><rights>2009 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c478t-50e6f53223963d7967b9a030d633e718bc36b66609c2c09edfaef3eb9b1ad0803</citedby><cites>FETCH-LOGICAL-c478t-50e6f53223963d7967b9a030d633e718bc36b66609c2c09edfaef3eb9b1ad0803</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2009.02.023$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=21588634$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Girão Coelho, Ana M.</creatorcontrib><creatorcontrib>Bijlaard, Frans S.K.</creatorcontrib><creatorcontrib>Kolstein, Henk</creatorcontrib><title>Experimental behaviour of high-strength steel web shear panels</title><title>Engineering structures</title><description>Current European standard EN 1993 restricts the design of joints (web panel in shear and connection(s)) within the semi-continuous/partially-restrained philosophy to steel grades up to S460. This type of structural modelling can be adopted as long as the joint develops rotation capacity and has ductile behaviour. With the recent developments of high strength steel the need for these restrictions should be revisited. This paper presents an experimental study of web shear panels fabricated by welding S690 and S960 steel plates (specified yield stress 690 N/mm
2 and 960 N/mm
2, respectively). The panels were designed to EN 1993-1-8, neglecting current restrictions related to the use of high-strength steel. The panels were tested to failure under four-point bending, which simulated the shear force from beam moment carried by beam–column joints. Several results of this test programme are reported and compared with the code predictions. The strength and stiffness of the panels are compared with the values anticipated by the EN 1993-1-8 for conventional mild steels. The deformation capacity and the ductility of the panels are also evaluated.</description><subject>Applied sciences</subject><subject>Building failures (cracks, physical changes, etc.)</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Deformation capacity</subject><subject>Ductility</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>Exact sciences and technology</subject><subject>High strength steel</subject><subject>Joints</subject><subject>Metal structure</subject><subject>Resistance</subject><subject>Stiffness</subject><subject>Web shear panels</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LxDAQQIMouK7-BntRT10nmW7SXARZ_ALBi55Dmk5tltquSXfVf29kZY8KA7m8eRMeY6ccZhy4vFzOqH-NY1i7cSYA9AxEGtxjE14qzBUK3GcT4AXPQWh5yI5iXAKAKEuYsKubzxUF_0b9aLusotZu_LAO2dBkrX9t8yRO-rHN4kjUZR9UZbElG7KV7amLx-ygsV2kk993yl5ub54X9_nj093D4voxd4Uqx3wOJJs5CoFaYq20VJW2gFBLRFK8rBzKSkoJ2gkHmurGUoNU6YrbGkrAKbvYeldheF9THM2bj466Lv1iWEejAeUckjGR53-SWBRKKeAJVFvQhSHGQI1ZpQ42fBkO5qesWZpdWfNT1oBIg2nz7PeEjc52TbC983G3Lvi8LCUWibvecikUbTwFE52n3lHtAyVnPfh_b30D21-S9w</recordid><startdate>20090701</startdate><enddate>20090701</enddate><creator>Girão Coelho, Ana M.</creator><creator>Bijlaard, Frans S.K.</creator><creator>Kolstein, Henk</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20090701</creationdate><title>Experimental behaviour of high-strength steel web shear panels</title><author>Girão Coelho, Ana M. ; Bijlaard, Frans S.K. ; Kolstein, Henk</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c478t-50e6f53223963d7967b9a030d633e718bc36b66609c2c09edfaef3eb9b1ad0803</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Applied sciences</topic><topic>Building failures (cracks, physical changes, etc.)</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Deformation capacity</topic><topic>Ductility</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>Exact sciences and technology</topic><topic>High strength steel</topic><topic>Joints</topic><topic>Metal structure</topic><topic>Resistance</topic><topic>Stiffness</topic><topic>Web shear panels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Girão Coelho, Ana M.</creatorcontrib><creatorcontrib>Bijlaard, Frans S.K.</creatorcontrib><creatorcontrib>Kolstein, Henk</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Girão Coelho, Ana M.</au><au>Bijlaard, Frans S.K.</au><au>Kolstein, Henk</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental behaviour of high-strength steel web shear panels</atitle><jtitle>Engineering structures</jtitle><date>2009-07-01</date><risdate>2009</risdate><volume>31</volume><issue>7</issue><spage>1543</spage><epage>1555</epage><pages>1543-1555</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>Current European standard EN 1993 restricts the design of joints (web panel in shear and connection(s)) within the semi-continuous/partially-restrained philosophy to steel grades up to S460. This type of structural modelling can be adopted as long as the joint develops rotation capacity and has ductile behaviour. With the recent developments of high strength steel the need for these restrictions should be revisited. This paper presents an experimental study of web shear panels fabricated by welding S690 and S960 steel plates (specified yield stress 690 N/mm
2 and 960 N/mm
2, respectively). The panels were designed to EN 1993-1-8, neglecting current restrictions related to the use of high-strength steel. The panels were tested to failure under four-point bending, which simulated the shear force from beam moment carried by beam–column joints. Several results of this test programme are reported and compared with the code predictions. The strength and stiffness of the panels are compared with the values anticipated by the EN 1993-1-8 for conventional mild steels. The deformation capacity and the ductility of the panels are also evaluated.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2009.02.023</doi><tpages>13</tpages></addata></record> |
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| ispartof | Engineering structures, 2009-07, Vol.31 (7), p.1543-1555 |
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| language | eng |
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| source | Access via ScienceDirect (Elsevier) |
| subjects | Applied sciences Building failures (cracks, physical changes, etc.) Building structure Buildings. Public works Construction (buildings and works) Deformation capacity Ductility Durability. Pathology. Repairing. Maintenance Exact sciences and technology High strength steel Joints Metal structure Resistance Stiffness Web shear panels |
| title | Experimental behaviour of high-strength steel web shear panels |
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