Analysis of concrete-corrugated-steel slab based on modified transformed section method
An Elasticity Matrix is proposed for a concrete and steel sheet composite slab with trapezoidal corrugation. Modified transformed section method is utilized. One layer of an equivalent material with a notional thickness is used to formulate flexural and torsional rigidities. A special purpose code i...
Saved in:
Main Author: | Mohammadi Bazargan, Hossein |
---|---|
Format: | Thesis |
Published: |
2014
|
Subjects: | |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Flexural behavior of precast concrete slab with steel fibre concrete topping
by: Mansour, Farnoud Rahimi
Published: (2010) -
Optimization of steel fibre reinforced concrete as concrete topping in composite slab construction
by: Noor Nabilah, Sarbini
Published: (2014) -
Lateral torsional buckling of trapezoid corrugated web section
by: Jamali, Salina
Published: (2003) -
Shear capacity steel fibre reinforced concrete composite slab
by: Che Bakar, Mohd. Basri
Published: (2010) -
Behaviour of steel fiber reinforced concrete slab due to volume fraction of fiber
by: Shahidan, Shahiron
Published: (2009)