STRUCTURAL PERFORMANCE EVALUATION OF CONNECTIONS FOR STEEL-TIMBER COMPOSITE MEMBERS USING HIGH-STRENGTH BOLTS AND STEEL PIPES
Details of connections are developed for steel-timber hybrid structural members, which are economical and take advantage of the beneficial properties of each material, such as the strength of steel and ease of construction of wood. In a hybrid member, a steel plate is sandwiched with timber on both...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2013/11/30, Vol.78(693), pp.1905-1911 |
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| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng ; jpn |
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| container_end_page | 1911 |
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| container_issue | 693 |
| container_start_page | 1905 |
| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
| container_volume | 78 |
| creator | TAKAGI, Jiro TOTOKI, Tetsu ENDO, Toshiki |
| description | Details of connections are developed for steel-timber hybrid structural members, which are economical and take advantage of the beneficial properties of each material, such as the strength of steel and ease of construction of wood. In a hybrid member, a steel plate is sandwiched with timber on both sides. The steel and timber are connected with high-strength bolts, which penetrate through doubly placed steel pipes. The outer pipe, which is slightly (1mm) longer than the inner pipe, is designed to buckle under compression when the bolt is tightened. The outer pipe expands radially as it deforms inelastically and fills the gap in the timber hole, thereby enhancing the initial bearing stiffness of the connection. The inner pipe prevents the outer pipe from shortening more than 1mm. The bearing performance of the connections was investigated experimentally and analytically. |
| doi_str_mv | 10.3130/aijs.78.1905 |
| format | Article |
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In a hybrid member, a steel plate is sandwiched with timber on both sides. The steel and timber are connected with high-strength bolts, which penetrate through doubly placed steel pipes. The outer pipe, which is slightly (1mm) longer than the inner pipe, is designed to buckle under compression when the bolt is tightened. The outer pipe expands radially as it deforms inelastically and fills the gap in the timber hole, thereby enhancing the initial bearing stiffness of the connection. The inner pipe prevents the outer pipe from shortening more than 1mm. The bearing performance of the connections was investigated experimentally and analytically.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.78.1905</identifier><language>eng ; jpn</language><publisher>Architectural Institute of Japan</publisher><subject>Bearing ; Bearing capacity ; Bolts ; Composite connection ; High-strength bolt ; Joints ; Pipe ; Steel pipes ; Steel-timber composite member ; Structural steels ; Timber ; Timber (structural) ; Wood</subject><ispartof>Journal of Structural and Construction Engineering (Transactions of AIJ), 2013/11/30, Vol.78(693), pp.1905-1911</ispartof><rights>2013 Architectural Institute of Japan</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,1883,27924,27925</link.rule.ids></links><search><creatorcontrib>TAKAGI, Jiro</creatorcontrib><creatorcontrib>TOTOKI, Tetsu</creatorcontrib><creatorcontrib>ENDO, Toshiki</creatorcontrib><title>STRUCTURAL PERFORMANCE EVALUATION OF CONNECTIONS FOR STEEL-TIMBER COMPOSITE MEMBERS USING HIGH-STRENGTH BOLTS AND STEEL PIPES</title><title>Journal of Structural and Construction Engineering (Transactions of AIJ)</title><addtitle>J. Struct. Constr. Eng.</addtitle><description>Details of connections are developed for steel-timber hybrid structural members, which are economical and take advantage of the beneficial properties of each material, such as the strength of steel and ease of construction of wood. In a hybrid member, a steel plate is sandwiched with timber on both sides. The steel and timber are connected with high-strength bolts, which penetrate through doubly placed steel pipes. The outer pipe, which is slightly (1mm) longer than the inner pipe, is designed to buckle under compression when the bolt is tightened. The outer pipe expands radially as it deforms inelastically and fills the gap in the timber hole, thereby enhancing the initial bearing stiffness of the connection. The inner pipe prevents the outer pipe from shortening more than 1mm. The bearing performance of the connections was investigated experimentally and analytically.</description><subject>Bearing</subject><subject>Bearing capacity</subject><subject>Bolts</subject><subject>Composite connection</subject><subject>High-strength bolt</subject><subject>Joints</subject><subject>Pipe</subject><subject>Steel pipes</subject><subject>Steel-timber composite member</subject><subject>Structural steels</subject><subject>Timber</subject><subject>Timber (structural)</subject><subject>Wood</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNo9kMtSgzAYhRlHZ6zVnQ-QpQupCZAQlhTTwgyXDgS3mRSC0ulFSbtw4bsbptrVfznfOYtjWY8IzlzkwhfZb_TMpzMUQHxlTRClyKYIu9dmdz1oew50bq07rTcQEi8gaGL9VLysI16XYQpWrFwUZRbmEQPsLUzrkCdFDooFiIo8Z9F4VcAgoOKMpTZPsjkrjZitiirhDGRsfFSgrpJ8CeJkGdsmnuVLHoN5kfIKhPnr2QxWyYpV99ZNJ7daPfzNqVUvGI9iOy2WSRSmdoMIwbbEbtA5Kmgxdlq_o60naYsCAvEa-p5cU0912JOIImhkV6kGQtR6WBLjwx10p9bTOfdzOHydlD6KXa8btd3KvTqctECY-NCHhAQGfT6jzXDQelCd-Bz6nRy-BYJibFmMLQufirFlg4dnfKOP8l1dYDkc-2arLrBJ_vdctOZDDkLt3V96NH29</recordid><startdate>20140715</startdate><enddate>20140715</enddate><creator>TAKAGI, Jiro</creator><creator>TOTOKI, Tetsu</creator><creator>ENDO, Toshiki</creator><general>Architectural Institute of Japan</general><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>20140715</creationdate><title>STRUCTURAL PERFORMANCE EVALUATION OF CONNECTIONS FOR STEEL-TIMBER COMPOSITE MEMBERS USING HIGH-STRENGTH BOLTS AND STEEL PIPES</title><author>TAKAGI, Jiro ; TOTOKI, Tetsu ; ENDO, Toshiki</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1665-a539f2e9d552d7f8d4a8d19605b074ab84ef54a1810d7f3eec001d45a639f5f03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2014</creationdate><topic>Bearing</topic><topic>Bearing capacity</topic><topic>Bolts</topic><topic>Composite connection</topic><topic>High-strength bolt</topic><topic>Joints</topic><topic>Pipe</topic><topic>Steel pipes</topic><topic>Steel-timber composite member</topic><topic>Structural steels</topic><topic>Timber</topic><topic>Timber (structural)</topic><topic>Wood</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>TAKAGI, Jiro</creatorcontrib><creatorcontrib>TOTOKI, Tetsu</creatorcontrib><creatorcontrib>ENDO, Toshiki</creatorcontrib><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>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>TAKAGI, Jiro</au><au>TOTOKI, Tetsu</au><au>ENDO, Toshiki</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>STRUCTURAL PERFORMANCE EVALUATION OF CONNECTIONS FOR STEEL-TIMBER COMPOSITE MEMBERS USING HIGH-STRENGTH BOLTS AND STEEL PIPES</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2014-07-15</date><risdate>2014</risdate><volume>78</volume><issue>693</issue><spage>1905</spage><epage>1911</epage><pages>1905-1911</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>Details of connections are developed for steel-timber hybrid structural members, which are economical and take advantage of the beneficial properties of each material, such as the strength of steel and ease of construction of wood. In a hybrid member, a steel plate is sandwiched with timber on both sides. The steel and timber are connected with high-strength bolts, which penetrate through doubly placed steel pipes. The outer pipe, which is slightly (1mm) longer than the inner pipe, is designed to buckle under compression when the bolt is tightened. The outer pipe expands radially as it deforms inelastically and fills the gap in the timber hole, thereby enhancing the initial bearing stiffness of the connection. The inner pipe prevents the outer pipe from shortening more than 1mm. The bearing performance of the connections was investigated experimentally and analytically.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.78.1905</doi><tpages>7</tpages><oa>free_for_read</oa></addata></record> |
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| identifier | ISSN: 1340-4202 |
| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2013/11/30, Vol.78(693), pp.1905-1911 |
| issn | 1340-4202 1881-8153 |
| language | eng ; jpn |
| recordid | cdi_proquest_miscellaneous_1567070669 |
| source | J-STAGE Free; EZB-FREE-00999 freely available EZB journals |
| subjects | Bearing Bearing capacity Bolts Composite connection High-strength bolt Joints Pipe Steel pipes Steel-timber composite member Structural steels Timber Timber (structural) Wood |
| title | STRUCTURAL PERFORMANCE EVALUATION OF CONNECTIONS FOR STEEL-TIMBER COMPOSITE MEMBERS USING HIGH-STRENGTH BOLTS AND STEEL PIPES |
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