Results 81 to 90 of about 147 (134)

Numerical Analysis of the Load-Bearing Capacity of a Thin-Walled Perforated Beam Cooperating with Chipboard Panels in a Structural System. [PDF]

Materials (Basel)
Denisiewicz A, Socha T, Kula K, Błażejewski W, Wyjadłowski M.   +4 more
europepmc   +1 more source

Numerical investigation of elastic-plastic buckling performance of circular arched cellular steel beam using nonlinear finite element analysis method. [PDF]

Heliyon
Zewudie BB, Zerfu K, Agon EC.
europepmc   +1 more source

2159) Test on the Strength of Castellated Beams

Transactions of the Architectural Institute of Japan Summaries of Technical Papers, 1966
openaire   +2 more sources

Erratum for “Castellated Beam Deflections Using Substructuring” [PDF]

Journal of the Structural Division, 1977
Metro M. Hrabok, Mahbub U. Hosain
openaire   +1 more source

STRESS ANALYSIS OF CASTELLATED STEEL BEAMS

Proceedings of the Japan Society of Civil Engineers, 1975
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Distortional buckling of castellated beams

Journal of Constructional Steel Research, 2006
Abstract In previous studies of the structural behavior of castellated steel beams, different possible failure modes of these extensively used structural members have been identified and investigated. On the other hand, during the past 25 years or so, a proliferation of research work has been undertaken on the distortional buckling of steel members ...
Hossein Showkati, Tadeh Zirakian
exaly   +2 more sources

Experiments on elastically braced castellated beams

Journal of Constructional Steel Research, 2012
Castellated beams are widely used as flexural members in steel construction. The economical and structural advantages of these elements have prompted many researchers to investigate the failure behavior of such structures. Despite numerous reported researches on the buckling stability of castellated beams, no experimental study is found on lateral ...
Hossein Showkati, Tadeh Zirakian, Amir Noori   +2 more
exaly   +2 more sources

Failure modes for castellated beams

Journal of Constructional Steel Research, 1984
Abstract Previous studies of the structural behaviour of castellated beams are reviewed and a number of different possible failure modes identified. Several of these do not occur with plain webbed beams since they are a direct result of the different way in which shear is transferred through the perforated web.
D. Kerdal, D.A. Nethercot
openaire   +1 more source