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Embossed Steel Plate-Concrete Composite Member Subjected to Bending and Shear
Two point loading tests of twenty three simply supported open-sandwich beams which consist of concrete and embossed or plain steel plate with headed studs, were carried out. Two types of embossed plates were used, namely checkered and ribbed types. Ultimate loading capacities and failure modes were examined in relation to the types of steel plates, stud spacing and shear span ratios. Methods to predict the shear bond strength of an open-sandwich beam are discussed.
Embossed Steel Plate-Concrete Composite Member Subjected to Bending and Shear
Two point loading tests of twenty three simply supported open-sandwich beams which consist of concrete and embossed or plain steel plate with headed studs, were carried out. Two types of embossed plates were used, namely checkered and ribbed types. Ultimate loading capacities and failure modes were examined in relation to the types of steel plates, stud spacing and shear span ratios. Methods to predict the shear bond strength of an open-sandwich beam are discussed.
Embossed Steel Plate-Concrete Composite Member Subjected to Bending and Shear
Sonoda, Keiichiro (author) / Kitoh, Hiroaki (author) / Uenaka, Kojiro (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
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