Results 31 to 40 of about 86,856 (181)

Cost Optimization of Steel-concrete Composite Floor Systems with Castellated Steel Beams

open access: yesPeriodica Polytechnica Civil Engineering, 2020
Performance of cost optimization program of composite steel deck-slabs (DS) and supporting castellated beams (CB) consisting of interior beams, edge beams and girders is proposed in this paper. The program applies the vibrating particle system (VPS) meta-heuristic algorithm, which imitates the free vibration of ideal one-story frame structures with ...
Ali Kaveh, Amir Fakoor
openaire   +2 more sources

Effect of Concrete Slab on Built-up Double Web Castellated Steel Beam under Combined Flexural and Torsion Load

open access: yesSalud, Ciencia y Tecnología
The research examines the behavior and reactions of six double-web steel sections of non-composite and composite-reinforced concrete deck slabs and castellated steel beams.
F. A. Abass, Alaa M. Al-Khekany
semanticscholar   +1 more source

Finite element analysis of steel beams with web apertures under fire condiction [PDF]

open access: yes, 2016
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

An investigation on the seismic behavior of castellated beams under explosion loads effect

open access: yesEnvironment Conservation Journal, 2015
Due to the widespread use of ceilings with T-shaped beams as well as because of economic problems and the lack of sufficient variation of rolled profiles, applying castellated beams in buildings with steel structure has become quite common.
Hossein Khosravi   +3 more
doaj   +1 more source

Load carrying capacity of castellated I-beam in the elastoplastic formulation problem

open access: yesMATEC Web of Conferences, 2018
Developed a method for calculating the load carrying capacity of castellated I-beam with ideal elastoplastic material model in ANSYS Mechanical. The method verified in the test problem of bending a rectangular beam.
Goryachevskiy Oleg
doaj   +1 more source

Experimental and Finite Element Method of Castellated Steel Beam with and without Hexagonal web opening

open access: yesInternational Journal of Engineering and Advanced Technology, 2019
Castellated beams are made from the conventional I section by the process named as Castellation Process. As of late, broad examination on these castellated steel beams has been directed, including various shapes in web openings.

semanticscholar   +1 more source

Numerical Study of Composite Concrete Castellated Double Channel Beams with Strengthening Techniques

open access: yesJournal of Engineering
Current numerical research was devoted to investigating the effect of castellated steel beams without and with strengthening. The composite concrete asymmetrical double hot rolled steel channels bolted back to back to obtain a built-up I-shape form are ...
Nihad Yaseen Abbas   +1 more
doaj   +1 more source

Numerical analysis of castellated beam [PDF]

open access: yes, 2013
Příspěvek se zabývá modelováním chování prolamovaného nosníku. Ve výpočtech je zohledněna imperfekce. Výpočty zahrnují konečněprvkové modely a normový výpočet. Hlavním cílem příspěvku je provedení případové studie pro určení součinitelů klopení a popis
Brožovský, Jiří   +2 more
core   +1 more source

Numerical analysis of castellated beams with oval openings

open access: yesMATEC Web of Conferences, 2018
The use of castellated beams has become more popular in the last two decades. The main idea for the use of these types of steel beams is to reduce their self-weight by providing openings in the web of wide flange (WF) or I sections.
Setiawan Yanuar   +3 more
doaj   +1 more source

Studi Perilaku Web Post Buckling Dan Vierendeel Mechanism Pada Castellated Beams [PDF]

open access: yes, 2015
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  

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