Bolted shear connectors performance in self-compacting concrete integrated with cold-formed steel section
In conventional composite construction involving hot-rolled steel section, the composite action is usually achieved by using conventional headed shear studs connectors. However, use of headed studs is not practical for cold-formed steel (CFS) section due to its very thin form that is difficult to we...
Main Authors: | Lawan, Mustapha Muhammad, Md. Tahir, Mahmood, Mirza, Jahangir |
---|---|
Format: | Article |
Published: |
Brazilian Association of Computational Mechanics
2016
|
Subjects: |
Similar Items
-
Strength capacity of bolted shear connectors with cold-formed steel section integrated as composite beam in self-compacting concrete
by: Lawan, Mustapha Muhammad, et al.
Published: (2015) -
Performance of Varying Bolted Shear Connectors in Cold-formed Steel Composite Beam
by: Lawan, M. M., et al.
Published: (2015) -
Composite construction of cold-formed steel (CFS) section with high strength bolted shear connector
by: Lawan, Mustapha Muhammad, et al.
Published: (2015) -
Bolted Shear Connectors Performance in Self-Compacting Concrete Integrated with Cold-Formed Steel Section
by: Mustapha Muhammad Lawan, et al. -
Behavior of shear connectors in composite column of cold-formed steel with lipped C-channel assembled with ferro-cement jacket
by: Alenezi, K., et al.
Published: (2015)