Auteur Drew D. A. Clements
|
|
Documents disponibles écrits par cet auteur (3)
Affiner la recherche![]()
Article : texte imprimé
Drew D. A. Clements, Auteur ; Teh, Lip H., Auteur |In the steel design codes worldwide, the shear area for calculating the block shear capacity of a bolted connection is either the gross or the net shear area. The authors have previously noted independent experimental evidence indicating the she[...]![]()
Article : texte imprimé
Teh, Lip H., Auteur ; Drew D. A. Clements, Auteur |This paper examines the mechanisms for block shear failures of bolted connections in steel plates postulated in the design equations specified in the North American, European, and Australian steel structures codes. It explains that there is only[...]![]()
Article : texte imprimé
Teh, Lip H., Auteur ; Drew D. A. Clements, Auteur |This paper examines the assumption implicit in Cochrane’s formula that stresses are uniformly distributed across the net section of a staggered bolted connection. The assumption was found to be overoptimistic for connections in steel having low [...]


