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Young-Hun Oh and Jeong-Ho Moon
In a precast concrete (PC) composite beam, the horizontal interface between the PC beam and the cast-in-place (CIP) slab is located either on the compression side or on the tensile side of the cross-section. If the CIP slab is on the compression side, it...
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Ricardo José Carvalho Silva, Antônio Eduardo Bezerra Cabral, Francisco Eudázio Suriano da Silva Júnior, José Leonézio Lopes de Vasconcelos Filho, David Ermerson Farias Eugênio
Pág. e44212
The application of carbon fiber reinforced polymers (CFRP) as method of strengthening for concrete structures is replacing the conventional strengthening through the bonding of steel plates. However, since it is a recent technique, several codes from dif...
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Prakash, A.,Lakshmanan, N.,Anandavalli, N.,Madheswaran, C.K.,Iyer, N.R.,Rajasankar, J.
Pág. 110 - 120
A simple technique is proposed to compute interface slip of stud connected steel-concrete composite (SCC) girders based on the results of a flexure test. The technique makes use of relative longitudinal displacement of the concrete slab and steel beam to...
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