A STUDY ON STRESS TRANSFER CHARACTERISTICS AT CONNECTIONS OF HYBRID STRUCTURES
Shield-driven tunneling has been playing a significant role recently as a standard method in urban tunnel construction. As the main road tunnels have to be connected with ramp tunnels efficiently, engineers have sought to develop steel-concrete composite structures using the longitudinal ribs of the...
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Veröffentlicht in: | STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING 2011, Vol.28(1), pp.1s-20s |
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container_title | STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING |
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creator | DOBASHI, Hiroshi YAMADA, Takemasa TERASHIMA, Yoshihiro TSUJIMOTO, Kazuhiro KONDA, Toru HORI, Muneo SHINOZAKI, Hiro-o |
description | Shield-driven tunneling has been playing a significant role recently as a standard method in urban tunnel construction. As the main road tunnels have to be connected with ramp tunnels efficiently, engineers have sought to develop steel-concrete composite structures using the longitudinal ribs of the steel segment as shear connectors. However, the shear connector at the connection between different types of members has hardly been studied and its stress transfer mechanism is not well understood. The authors carried out fracture experiments with scale down models for this connection, and examined the stress transfer mechanism and the shear transfer capacity carried by shear connectors and studs. A stress-transfer model for easily calculating shear transfer capacity was developed and verified through the comparison with experimental results and analytical results based on the nonlinear finite element method. |
doi_str_mv | 10.2208/jsceseee.28.1s |
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A stress-transfer model for easily calculating shear transfer capacity was developed and verified through the comparison with experimental results and analytical results based on the nonlinear finite element method.</description><identifier>ISSN: 0289-8063</identifier><identifier>EISSN: 1882-3424</identifier><identifier>DOI: 10.2208/jsceseee.28.1s</identifier><language>eng ; jpn</language><publisher>Tokyo: Japan Society of Civil Engineers</publisher><subject>Connectors ; FEM ; hybrid structure ; Joints ; Mathematical analysis ; Mathematical models ; nonlinear analysis ; Seismic phenomena ; Shear ; shear connector ; Stress transfer ; Tunnels (transportation)</subject><ispartof>STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING, 2011, Vol.28(1), pp.1s-20s</ispartof><rights>2011 by Japan Society of Civil Engineers</rights><rights>Copyright Japan Science and Technology Agency 2011</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c497s-a673bef36744bf6421ac4f92c9e906b19ee302349e34ad9bf399e301b100f1373</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1877,4010,27900,27901,27902</link.rule.ids></links><search><creatorcontrib>DOBASHI, Hiroshi</creatorcontrib><creatorcontrib>YAMADA, Takemasa</creatorcontrib><creatorcontrib>TERASHIMA, Yoshihiro</creatorcontrib><creatorcontrib>TSUJIMOTO, Kazuhiro</creatorcontrib><creatorcontrib>KONDA, Toru</creatorcontrib><creatorcontrib>HORI, Muneo</creatorcontrib><creatorcontrib>SHINOZAKI, Hiro-o</creatorcontrib><title>A STUDY ON STRESS TRANSFER CHARACTERISTICS AT CONNECTIONS OF HYBRID STRUCTURES</title><title>STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING</title><addtitle>Structural Eng./Earthquake Eng. ; SE/EE</addtitle><description>Shield-driven tunneling has been playing a significant role recently as a standard method in urban tunnel construction. 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A stress-transfer model for easily calculating shear transfer capacity was developed and verified through the comparison with experimental results and analytical results based on the nonlinear finite element method.</description><subject>Connectors</subject><subject>FEM</subject><subject>hybrid structure</subject><subject>Joints</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>nonlinear analysis</subject><subject>Seismic phenomena</subject><subject>Shear</subject><subject>shear connector</subject><subject>Stress transfer</subject><subject>Tunnels (transportation)</subject><issn>0289-8063</issn><issn>1882-3424</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp90c9LwzAUB_AgCs7p1XPBg14685IsbY4161xhtNB2h51CWlNd2S-b7eB_b8Z0oIddXh7k833weAjdAx4QgsPn1tbGGmMGJByAvUA9CEPiU0bYJephEgo_xJxeoxtrW4xJgAXroTTyinI2mntZ6po8LgqvzKO0GMe5JydRHskyzpOiTGThRaUnszSNZZlkaeFlY28yf8mT0SE4k-XMpW_RVaOX1tz9vH00G8elnPjT7DWR0dSvmQisr3lAK9NQHjBWNZwR0DVrBKmFEZhXIIyhmFAmDGX6TVQNFa7FUAHGDdCA9tHjce6223zujd2p1cKtv1zqtdnsrRIYeBAQhp18OiudA0oBhkNHH_7RdrPv1m4PBYyHgnNK2HlF-JADZsKpwVHV3cbazjRq2y1WuvtSgNXhXOr3XIqECqwLyGOgtTv9bk5cd7tFvTR_-bGAPf3WH7pTZk2_Aej4mfs</recordid><startdate>2011</startdate><enddate>2011</enddate><creator>DOBASHI, Hiroshi</creator><creator>YAMADA, Takemasa</creator><creator>TERASHIMA, Yoshihiro</creator><creator>TSUJIMOTO, Kazuhiro</creator><creator>KONDA, Toru</creator><creator>HORI, Muneo</creator><creator>SHINOZAKI, Hiro-o</creator><general>Japan Society of Civil Engineers</general><general>Japan Science and Technology Agency</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope></search><sort><creationdate>2011</creationdate><title>A STUDY ON STRESS TRANSFER CHARACTERISTICS AT CONNECTIONS OF HYBRID STRUCTURES</title><author>DOBASHI, Hiroshi ; YAMADA, Takemasa ; TERASHIMA, Yoshihiro ; TSUJIMOTO, Kazuhiro ; KONDA, Toru ; HORI, Muneo ; SHINOZAKI, Hiro-o</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c497s-a673bef36744bf6421ac4f92c9e906b19ee302349e34ad9bf399e301b100f1373</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2011</creationdate><topic>Connectors</topic><topic>FEM</topic><topic>hybrid structure</topic><topic>Joints</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>nonlinear analysis</topic><topic>Seismic phenomena</topic><topic>Shear</topic><topic>shear connector</topic><topic>Stress transfer</topic><topic>Tunnels (transportation)</topic><toplevel>online_resources</toplevel><creatorcontrib>DOBASHI, Hiroshi</creatorcontrib><creatorcontrib>YAMADA, Takemasa</creatorcontrib><creatorcontrib>TERASHIMA, Yoshihiro</creatorcontrib><creatorcontrib>TSUJIMOTO, Kazuhiro</creatorcontrib><creatorcontrib>KONDA, Toru</creatorcontrib><creatorcontrib>HORI, Muneo</creatorcontrib><creatorcontrib>SHINOZAKI, Hiro-o</creatorcontrib><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>DOBASHI, Hiroshi</au><au>YAMADA, Takemasa</au><au>TERASHIMA, Yoshihiro</au><au>TSUJIMOTO, Kazuhiro</au><au>KONDA, Toru</au><au>HORI, Muneo</au><au>SHINOZAKI, Hiro-o</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A STUDY ON STRESS TRANSFER CHARACTERISTICS AT CONNECTIONS OF HYBRID STRUCTURES</atitle><jtitle>STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING</jtitle><addtitle>Structural Eng./Earthquake Eng. ; SE/EE</addtitle><date>2011</date><risdate>2011</risdate><volume>28</volume><issue>1</issue><spage>1s</spage><epage>20s</epage><pages>1s-20s</pages><issn>0289-8063</issn><eissn>1882-3424</eissn><abstract>Shield-driven tunneling has been playing a significant role recently as a standard method in urban tunnel construction. 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subjects | Connectors FEM hybrid structure Joints Mathematical analysis Mathematical models nonlinear analysis Seismic phenomena Shear shear connector Stress transfer Tunnels (transportation) |
title | A STUDY ON STRESS TRANSFER CHARACTERISTICS AT CONNECTIONS OF HYBRID STRUCTURES |
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