Shear Strength of the Composite Interface and Theoretical Load-carrying Capacity Equations for RC Slab Using UFC Laying Form
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概要
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This paper describes a single-plane shear test conducted on the composite surface of UFC form and RC slab that have the most influence on the ultimate strength of RC slab using UFC laying form to propose evaluation equations based on the relationship between the compression strength and shear strength of concrete. Further, static load tests were carried out with specimens made of RC slab using UFC laying form to solve the failure mechanism and to reveal ultimate load-carrying capacity as well as to propose dynamic model and its punching shear evaluation equations applied with the shear strength of the composite surface.
- 日本学術会議 「機械工学委員会・土木工学・建築学委員会合同IUTAM分科会」の論文
日本学術会議 「機械工学委員会・土木工学・建築学委員会合同IUTAM分科会」 | 論文
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