Cellular beam is a further development of the traditional
castellated beam.[1] The advantage of the steel beam castellation process is that it increases strength without adding weight, making both versions an inexpensive solution to achieve maximum
structural load capacity in
building construction.[2]
The difference between cellular beam and castellated beam is the visual characteristic.[3] A cellular beam has round openings (circular pattern) while the castellated beam has hexagonal openings (hexagonal pattern), both of which are achieved by a cutting and welding process.[4] Cellular beams are usually made of
structural steel, but can also be made of other materials.[5] The cellular beam is a
structural element that mainly withstands structural load laterally applied to the axis of the
beam, and influences the overall performance of
steel framed buildings.[6] The type of
deflection is mainly done by
bending.
Introduction
In 1987, Westok Structural Services Ltd of
Wakefield invented and patented the structural steel cellular beam.[7]
In 2009, the Steel Construction Institute developed software to assist engineers evaluating the dynamic behaviour of
composite floors supported by cellular beams.[8]
Since 1940, civil engineers have endeavoured to find solutions to reduce the cost and weight of
steel frame construction.[9] Due to the restrictions with regard to the maximum permissible deflections, the high-strength properties of
structural steel cannot always be optimally used.[10] As a result, several new steel mixtures have been identified to increase the
stiffness of steel components without significantly increasing the required steel weight.[11] The use of steel girders with web openings (SBWOs) for structures such as industrial buildings has proven to be extensive.[12] Civil engineers came up with a solution to use a composite design of ultra-shallow floor joists together with concrete used on the Douala Grand Mall in
Cameroon.[13] Since the 2010s, further investigations into steel construction and fire protection have been carried out,[14][15] which led to innovations in the field of passive fire protection that could save lives and assets.[16]
^Smith, A.L.; Hicks, S.J.; Devine, P.J. (February 2009) [1st ed. published 2007].
Design of Floors for Vibration: A New Approach(PDF) (2nd ed.). Ascot, Berkshire, England: The Steel Construction Institute.
Archived(PDF) from the original on 10 May 2021. Retrieved 5 May 2021.
^Barone, Adam (7 October 2022).
"Value Engineering". Investopedia. reviewed by Margret James, fact checked by Suzanne Kvilhaug. New York City, NY, USA.
Archived from the original on 10 April 2021. Retrieved 5 May 2021.
^Nicole, Schillo; Feldmann, Markus; Björk, Timo; Schaffrath, Simon; Tuominen, Niko Petteri; Virdi, Kuldeep; Heinisuo, Markku; Mela, Kristo; Veljkovic, Milan; Pavlović, Marko; Manoleas, Panagiotis; Valkonen, Ilkka; Minkinen, Jussi; Juha, Erkkilä; Petursson, Eva; Clarin, Matthias; Sayer, Alfred; Horvath, Lazlo; Kövesdi, B.; Turan, Pal; Somodi, Balázs (12 January 2016).
Rules on high strength steel (RUOSTE) (Technical report).
doi:
10.2777/908095. Retrieved 5 May 2021 – via
ResearchGate.