Flexural Behaviour of Different Stiffener Section Area on Full Height Rectangular Opening Castellated Steel Beam
Setiyawan P., Adinata C.T., Sukadana E., Ahyar M.R.
Abstract
Vierendeel is one of failure mechanisms in a castellated steel beam. Vierendeel mechanism is the main failure that occurs in a full high rectangular opening castellated beam. Vierendeel decrease castellated flexural capacity compare to the original wide flange section beam. One solution to prevent the vierendeel mechanism is by installing a diagonal stiffener in form of a steel bar on a castellated beam. The research's purpose is finding the effect of different size of steel bar diameter on the flexural capacity. Four different sizes of steel bar diameter used in this research: 10 mm, 12mm, 16 mm, and 19 mm. Castellated beam flexural capacity is analysed with the method of truss analysis and pushover analysis. This study shows it can be infer that the bigger size of steel bar diameter does not always determine the higher flexural capacity of the castellated beam. Optimum value of the beam's flexural capacity is affected by the strength of the flange section. The largest increment of flexural capacity between original wide flange compare to the castellated beam is 139.4% by using 16 mm diameter of the diagonal stiffener.
No Title
Ahyar M R
No Title
Maimunah D, Wulandari D
Full Height Rectangular Opening Castellated Steel Beam Partially Encased in Reinforced Mortar
Heldita D., Oliviera A.T.C.R.D., Satyarno I., Sulistyo D.
No Title
No Title
No Title
Adinata C T, Sukadana E
No Title
Dewobroto W
No Title
Oliveira A.T.C.R.D.
The Effect of Hole Width on Full Height Rectangular Opening Castellated Steel Beam with Diagonal Stiffener Concerning Its Flexural Capacity
Ahyar M R, Maimunah D, Setiyawan P, Wulandari D
No Title
Ahyar M R, Murtopo A, Satyarno I, Siswanto M F
Al-Shamaa M., Naji A.I.
Results in Engineering
Denan F., Hashim N.S., Mahinder Singh A.K.
World Journal of Engineering
Wang Z., Shi Q., Liu Y.
Structural Engineering International
