RT info:eu-repo/semantics/article
T1 Electro-welded lattice reinforcement in reinforced concrete ribbed slabs
A1 Aragón Torre, Ángel
A1 Pérez Acebo, Heriberto
A1 Aragón Torre, Guillermo
A1 Salas García, Miguel Ángel
K1 Shear strength
K1 Lattice
K1 Basic electro-welded lattice
K1 Reinforced concrete
K1 One-way slab
K1 Materiales de construcción
K1 Building materials
K1 Construcción
K1 Building
AB Shear strength of precast concrete ribbed slabs reinforced with electro-welded lattice girders of variable height is experimentally verified. Technical justification is given for the use of high latticework in the reinforcement of precast lightweight double-tee ribbed slabs and precast reinforced concrete slabs 30 cm in thickness. It was established that the contribution of concrete to shear strength was always higher than the expected values according to Spanish standards. Furthermore, as low lattice ribbed slabs exhibited lower ultimate shear strength values than the ones expected based on the standards, the need arose to provide an adequate height of lattices in ribbed slabs to ensure anchorage of the compressed area in order to develop the strut-and-tie mechanisms. Consequently, lattice girders with approximately 80% of specimen height are highly recommended in reinforced concrete ribbed slabs, when the length of lattice chords is 20 cm.
PB Croatian Association of Civil Engineers
SN 0350-2465
YR 2021
FD 2021
LK http://hdl.handle.net/10259/10107
UL http://hdl.handle.net/10259/10107
LA eng
DS Repositorio Institucional de la Universidad de Burgos
RD 31-ene-2025