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Titre :
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Bearing strength of cold-formed steel bolted connections using oversized holes without washers (2011)
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Auteurs :
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Cheng Yu, Auteur ;
Ke Xu, Auteur ;
Ibraheem Sheerah, Auteur
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Type de document :
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Article : texte imprimé
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Dans :
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Journal of structural engineering (Vol. 137 N° 1, Janvier 2011)
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Article en page(s) :
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pp. 156-159
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Note générale :
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Génie Civil
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Langues :
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Anglais
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Index. décimale :
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624 (Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes)
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Tags :
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Cold-formed steel Bearing strength Bolted connection
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Résumé :
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This note presents an experimental study of the bearing strength of cold-formed steel (CFS) bolted connections using oversized holes without washers. The test parameters include the sheet thickness, the connection type, the number of bolts, and the bolt diameter. The test results indicate that the use of oversized holes without washers will cause excessive connection deformation and reduce the connection strength. Based on the test data, a new design method is developed to accurately determine the bearing strength of CFS bolted connections when oversized hole is used without washers.
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DEWEY :
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624.17
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ISSN :
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0733-9445
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En ligne :
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http://ascelibrary.org/sto/resource/1/jsendh/v137/i1/p156_s1?isAuthorized=no
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