Results 21 to 30 of about 1,447 (174)
The moment-gradient factor in lateral– torsional buckling of castellated steel beams under mid-span concentrated load [PDF]
increasing the value of ( ) H / ho anddecreasing the value of ( ) w w t / h .On theother hand, the influence of ( ) 4 w h / b hasnoticed effect on the value of bC especiallyin big opening.
Mohamed dabaon +3 more
doaj +1 more source
Optimisation of Novel Elliptically-Based Web Opening Shapes of Perforated Steel Beams [PDF]
A new study was carried out and presented herein, on the optimisation of novel elliptically-based web opening shapes which enhance the structural behaviour of the perforated beams as well as lead to economic design in terms of both manufacture and usage.
Bower +13 more
core +2 more sources
There are many methods to calculate castellated steel beams; however, neither of these methods determines the rational cross‐section selection. Selecting the rational cross‐section induces a significant reduction in the quantity of steel. A new algorithm
Benediktas Dervinis +1 more
doaj +1 more source
OPTIMIZATION OF SIMPLY SUPPORTED CASTELLATED I-BEAMS LOADED BY A UNIFORMLY DISTRIBUTED LOAD
The paper discusses the problem of optimizing the geometric parameters of simply supported I-beams in order to maximize their load carrying capacity.
Oleg Goryachevskiy
doaj +1 more source
Structural Behaviour of Castellated Beam: A Review
The use of castellated beams has gained popularity due to their excellent performance in terms of strength, stiffness, and economy. Castellated beams are fabricated by cutting I-sections or H-sections along the web in the desired shape and re-joining the two halves on one another through welding in order to improve the beam's overall depth. Most often,
null Muthukkumaran C +2 more
openaire +1 more source
Finite element analysis of steel beams with web apertures under fire condiction [PDF]
This work is intended to analyse the behaviour steel beams with apertures under high temperatures rise due to fire using finite elements simulations with ANSYS software.
Bouchair, Abdelhamid +3 more
core +3 more sources
Castellated steel beams are made from normal steel beams cut into half with certain pattern and re-jointed to increase its height. This action results in many shapes of openings in its web, one of them being circular.
Ilham Maulana Taufiq +4 more
doaj +1 more source
The Effects of Reduced Beam Section on Castellated Beam [PDF]
This paper presents reduced beam section (RBS) technique on castellated beam. Aim of this study is to ensure the plastic moment reach far from column face without significant of strength decreasing. Four models of castellated beam with various types of RBS and one model without RBS have been considered.
H Aswad Nini +3 more
openaire +2 more sources
Prediction of the castellated beams deflections
Introduction. Existence of openings in webs of beams reduce their shear rigidity and increase deflections compare with beams of the same dimensions with solid web. Investigation of the castellated beam’s deflections is important, because one of main demands to beams of engineering structures is guarantee of necessary rigidity, i.е. restriction of ratio
openaire +1 more source
Studi Perilaku Web Post Buckling Dan Vierendeel Mechanism Pada Castellated Beams [PDF]
The world needs construction material will castellated Beams profile steel is increasing in line with the human need to get a strong structure, rapid implementation time while still promoting the aesthetic value of the structure.
Sugihardjo, H. (Hidajat) +2 more
core

