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contributor authorRichard M. Gutkowski
contributor authorKevin Brown
contributor authorAbdalla Shigidi
contributor authorJulius Natterer
date accessioned2017-05-08T20:58:51Z
date available2017-05-08T20:58:51Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A10%281553%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34165
description abstractAn initial stage of research on the feasibility of a composite concrete–wood commercial floors system is described. The floors are comprised of concrete placed atop a solid layer of dimension lumber. A notched shear key/anchor detail is used for interlayer connection. This connection detail transfers interlayer force by bearing adjacent materials in the notch. The anchor serves to tighten the layers after curing of the concrete. Initial testing included pull-out tests on the anchor and interlayer slip tests to define the geometry of the connection detail. Test results indicated the structural merit of the connection concept compared to the use of ordinary mechanical connectors.
publisherAmerican Society of Civil Engineers
titleInvestigation of Notched Composite Wood–Concrete Connections
typeJournal Paper
journal volume130
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:10(1553)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
contenttypeFulltext


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